Widening & strengthening of Mitha - Tharad - Deesa Road Km 0/0 to 16/600 Di. Vav - Tharad (2nd Attempt)

BILL OF QUANTITY

Quantities Rate Total amount

Quantities Rate Total amount

sl Item of Work Rs. ln

1 22.960 Clearing and grubbing road land including prooting 34889.38 Rupees th irty Hact 801060.1

rank vegetation grass ushes,shrubs,saplirrg and trees four thousand

girth up to 300 m removal of stumps of trees cut earlier eight hundred

and disposal of Lrnserviceable materials(D) By eighty nine

mechanical means in area of thorny lungle (SOR

2 9638.00 Earthwork for embankment including breaking clods, 252.08 Rupees two Cmt 2429547 .04

dressing with all lead and lift and including watering hundred fifty two

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) F.om Borrow area within

3.oKM. lead ( SOR lt.No.268004E, Pg. No.227)

3 68175.00 Box cutting the road surface to proper slop and camber 109.08 Rupees one Cmt

for making a base of road work including removing the hundred nine

excavated stuff and depositing on the road side slope

as directed upto 50 mts, lead. [SOR Pg.No. 177, ltem

4 54540.00 Spreading, Rolling and consolidation of subgrade in 65.65 Rupees sixty five Cmt 358055',.00

layers to required dry density incllding filling the

depressron whrch occur dullng the process usrng

power roller 8T to 10T. For Box cutting material to be

used in Earthwork (AS per RA )

5 3387.00 Cold milling of the existing bituminous layer, including Rupees seven Cmt

excavation, hauling of the milled material up to 5 km hundred eighty

from the site, and stockpiling. The material shall be eight

reused for road shoulder construction, including

spreading and Rolling as per specifications (RA-4)

6 29085.00 Conskuction of granular sub-base by providing well '197 2.53 Rupees two Cmt

graded material, (Metal 25.60 mm to 53 mm 35%, B.T. thousand Seven

Kapachi 25.60 mm to 4.75 mm 45o/o & Coarse sand hundred Eighty

below 2.38 mm 20% )spreading in uniform layers with N ine

motor grader on prepared surface, mixing by mix in

place method with rotavator at OMC, and compacting

with smooth wheel roller to achieve the desired

density, complete as per Technical Specification

Clause 401. Grading I { As Per R.A.)

7 23491.00 Providing, laying, spreading and compacting graded 2'1'79.5A Rupees two Cmt

stone aggregate to wet mix macadam (an 2 Layers of thotrsand one

125mm each) specification including premixing the hundred seventy

l,raterial with water at OMC in mechanrcal max plant n ine

carriage of mixed Material by tipper to site, laying in

uniform layers with paver in sub- base / base course on

well prepared surface and compacting with vibralory

roller to achieve the desired density. ( As Per R.A.)

I 87321.00 Providing and applying primer coat wfih b{umen 62.62 Rupees sixty two Smt

emulsion SS-'1 on prepared surface of Wel mrx

Macadam includang clearing lhe road surface and

spraying primer of the rate of 7.50 Kg / 10 Sq.Ml. {As

9 262'14'l .43 Providing and appying tack coat,Using VG-30 bitumen r5.35 Rupees tifteen Smt

and mechanical sprayer at the rate of 2.5 kg / 10 sq ml

on B.T surface(BM/DBM) rncluding cleanrng the

I surface etc.. Comolete.

't0 10653.00 Providing and laying 50 mm thick bituminous macadam 3452.34 Rupees three MT

with B.T. Aggregates as per MORT&H specrfication thousand four

with Bitumen VG-40 Grade for mrxing @ 34.00 Kg. / hundred fifty two

M.T. i.e. 3.4% by total weight of the mix, rncluding

heating the aggregates and asphalt by continuoLrs

batching of Batch mix plant and spreadang the same

by paver finisher and consolidation with vrbralory roller

80 to 100 KN static weight including provrding all

materials, equipments, tools and planl oil kerosene

flrewood. labour charges etc. comp. using conlracloas

own machineries, Batch mix plant and paver frnrsher

etc. complete {As per R.A.}

'11 2 2105.00 Providing and laying 50 mnr DBIt4 with BT. 4039.99 Rupees fou r MT

Aggregate as per lilORT&H speciflcatron wrth Bilumen thousand thirty

VG-40 Grade for mixing @ 45.00 Kg./MT. ie.4.5 % by nine

total weight of mix heating and mixing the aggregate &

asphalt in continuous batch mix planl and transporting

to site and spreading the same by sensor paver

finisher & consolidation with vibratory roller including

providing all materials equipments, tools & plant fire

wood, oil, kerosene, labour charges elc. complete

using contractois own machinery batch mx plant &

sensor paver finisher etc. complete. (RA-g)

12 12888.00 Providing and laying 30 mm lhick Bitumlhous concrete 4a02.07 Rupees four

on existing bituminous surface and using specfication thousand eight

graded machine crushed with 5.50 % bitumen VG-40 hLlndred tlvo

grade by Wt. of total mix as per specification MORTH

including mixing ol asphall with B.T. chrps rn

continuous batch mix plant transporling same as by

paver flnisher and consolidation the same wrth parr of

tonnes to 10 tonnes vibratory roller to achieve desrre

density and including VG-40 grade bilumen. cost of

emulsion, cost of required lools plants, all

machineries, equipment fire wood oil. kerosene,

charges etc.complete. (RA-1 0)

I Rate Totalamount

Item of Work Rs. ln Unit

'13 2211 .00 Providing hard side shoulder of 100 mm thick for 1530.14 Rupees one Cmt

embankment using quarry spall!!rth all lead and liff and thousand six

including watering and rolling and consolidation of sub hundred thirty

grade in layers at Olvlc to required dry dens(y

including filling depression whrch occur during the

process using vibratory roller of 80 KN to 100 KN

(selected quarry spall having CBR value not less than

{As oer Rate Analvsis}

14 14.00 Providrng and fixing ordinary Kilomeler stone of precast '1293.3s Rupees one No

C.C. 1r2:4 including necessary reinforcement as per thousand two

LR.C. type design rn C.C. 1:4:8 rncluding paanting and hundred ninty

lettering etc. complete. ( Pg.No. 183, ltem code 26048) three

15 3.00 Providing and fixing 5th Kilometer stone ot precast C.C 193s.15 Rupees one No

1:2:4 including necessary reinforcement as per l.R.C. thousand nine

type design in C.C. 1r48 including painting.letering hundred thirty

etc. complete { Pg.No 183, ltem code 26050i

66.00 Providinq and fixing Hectometer stone of precast C.C. 356.50 Rupees three No 2352

1:2:4 including necessary reinforcement as per l.R.C. hundred fifty six

type design fixing in C.C- 1:5:10 including painting and

lettering etc. complete. {Pg.No '183, ltem code 260448)

Item of Work n". t" I

17 7 47 .00 Provading and fixing pre cast lndicator. stone as per 102.85 Rupees one No 7682

lR.C type design including painting, lettering etc. hundred two

complete. (l) Frxing in earth

{SOR P. No. 183 lt. Code.260534}

'18 5917.00 Road marking with hot applied thermoplastic paints 367.72 Rupees three Smt

with reflectorising glass beads on bitumin surface hundred sixty

providing and taying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excludir,g of surfac€ applied glass beds as per IRC:3t

2015. The flnished surface to be level. uniform and free

from streaks and holes. 2ebra patta /bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalllbe min 130 mcd/m2llux and Asphalt

road shall be min 100 mcd/m2,ilux during lhe service

life during the day time. The marking should meet the

performance critena for night time reflectivily, wet

reflectivtty and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivily should be h^,o years.

{SOR. lt. Code. 26161 P. No.220}

19 4860.00 Providing and laying of Plastirib - T or equivalent raised 68'1.75 Rupees six qml 3313

profile edge line marking (audible warning )with hot hundred eighty

applied thermoplastic road marking compound one

according to IRC 35 - 2015, Clause 7.7, with 2mm thick

base coat layer above that ribs proflle size of lenght

40mm X width 140mm X Height 6 mm thick ( Total8 m

lhick ) at the distance of 500 mm between two ribs

rncluding reflectorizing glass beads @ 250 gm/ sq.mt

area. The maxrmum width of ra,sed protle should be

150 mm The thrckness of 8 mm profrle should be

exclusive of surface applied glass beads. The finished

surlace to be levelled, uniform and free from skeaks

and holes, to be applied on edge lines The profile

marking should be mark basic line and raise line al a

lime srmultaneously.

20 5785.00 Cat Eye / Road Stud / RPM: Supplying Raised 326.23 Rupees three No

Pavement Markers made of polycarbonale and ABS hundred twenty

moulded body and reflective panels with Micro six

prismatic lens (No Glass bead lens) capable of

providing total internal reflection of the light entering the

lens face and shall support a load of 13635 kgs. tested

in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of l\,4ORTH Circular No

height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective a.ea of

13 Sqcm on each side and the slope to the base shall

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

having finger grip for easy and accurate placement and

application with epoxy bitumrnous Adhesive as

aecommended by lhe manufacturer of lhe marker. The I

color of the marker should be as per the IRC 35-2015

and as directed by Engineer-in-charge {SOR lt Code.

No. Item of Work Rs. !n Un il

21 90.00 Chevron sign( Double Side) :-Providrng and fixing sign 48 32.85 Rupees four No

boards made out of 1.smm aluminrum sheet / 3mm thousand eignt

ACP (Aluminum composite Panel), size 60x50 cm as hundred thirty

per design of IRC-67-2012. Pre treated with

phospheting process & acid etching, coated with one

coat of epoxy primer and lwo coats of best quality

epoxy paint,reflectorised with Micro Prismatic Grade

retro reflectivesheeting of Type-l1 as per ASTIi D-

4956 and latest M.O.S.T.Specfications; 3.3 mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricaled from suitable size iron

angle ot 50 x 50 x 5mm, painted wrth bestquality epory

coatings in black and wh(e bends. the details of

symbol or;nscriplion / 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

Cms. for each leg.including excavation, curing

elc.complele under Ihe superr.sron of engi.eer in

charge. A warranty for '10 years for the Reko reflective

sheeting from originaa manufacrurer & a certified copy

of 3 year outdoor exposure test report from third party

test lab for the product oflered shall be submitted by

contractor. (A) Class-C Type 1'l Retro Reflective

sheeting (SOR ltem Code 26170. P N0.248 )

22 179.00 Curve/Caut,onary Warnrr,g Srqn :-ProvidLng and flxing 5077.27 Rupees five No

siqn boards made out of 2mm aluminium sheet / 4mm thousand

ACP (Aluminum composite Panel), size 90 x 90 x

cms. equilateral lriangle as per desrgn of IRC-67-2012.

Pre lreated with phosphetrng process & acid etching;

coated with one coat of epoxy primer and tlvo coats of

best quality epoxy paint .reflectorised with lvlicro

Prismatic Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest l\,4.O.S.T.Specifications;

3.6mtr long stand post of 75 x 75 x 6mm / 65NB

Clrcular IIS Pipe as required and fiame fabricated from

suitable size iron angle of 35 x 35 x 3mm, painted with

bestquality epoxy coatings rn black and white bends.

The details of symbol foreach board shall be as per

theinstruction of engineer ln charge. The fixing at site

shall be in 1 2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg including excavat on. curing etc.complete

under the supervision of engineer in charge. A

warranty for 10 years for lhe Reko 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-C Type-11 Relro Reflective sheeting( SOR

Item Code 26092C, P No 189 )

It according to

Item of Work Unit

23 15.00 Direction {Junclron) Srgn Providrng and fixing sign 26572.O9 Rupees twenty No

boards made out of 2mm aluminium sheet / 4mm ACP six thousand flve

(Aluminum composite Panel); size 244x122 cms. hundred seventy

rectangular as per design of IRC-67-2012- Pre lreated

with phosphetjng process & acid etching; coated with

one coat of epoxy pnmer and two coats of best quality

epoxy paant ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-

4956 and latest lvl.O.S.T.SFeciticationsi 4.0mtr long (2

Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable

size irorr angle ol 50 x 50 x 5mm; painted with

bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per

theinstruction of engineer rn 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 oI engineer in charge. A

warranty for 10 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 produci offered shall be submitted by contractor.

(A) Class-C Type-l1 Retro Reflective sheeting ( SOR

Item Code 26098C, P.No 165 )

Item of Work Rs. ln

12.00 Village name Sign/ bump sign r-Providing and flxing 6 313.51 Rupees six No 7 57

sign boards made out of 2mm aluminium sheet / 4mm lhousand three

ACP (Aluminum composite Pane0; size 90x60 cms. hundred thirteen

rectangular as per design of IRC-67-2012. Prc tealed

with phospheting process & acid etching; coated with

one coat of epoxy primer and tlvo coats of best quality

epory paint treflectorised with Micro Prismatrc Grade

retro refiectivesheeting of Type-11 as per ASTM D-

4956 and latest N4.O.S.T.Speciflcations; 3.3mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suilable size iron I

angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of

symbol or inscription/letters / numerals for each board

shall be as per the instruclion of engineer in charge.

The flxing at siie shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. Ior each leg.including excavalaon, curing

etc.complete under the supervision of engineer in

charge. A warranty for 10 years for the Reko reflective

sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure tesl report from third parly

test lab for lhe product offered shall be submitted by

contractor. (A) Class-C Type-11 Relro Refleclive

sheeting ( SOR llem Code 26101C, P.No 198 )

20.00 Facility lrformatory Sign -Providing and fixing sign 5905.48 Rupees five No

boards made out ol 2mm aluminium sheet / 4mm ACP thousand nine

(Aluminum composite Panel); size 80 x 60 cms hundred six

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching, coated with

one coat of epoxy primer and two coats of best quality

epory paint .refleclorised with lt icro Prismatic Grade

retro reflectivesheeting of Type-1'1 as per AST[, D-

4956 and latest M.O.S.T.Specifications. 3.6mtr long

stand post of 75 x 75 x 6mm / 65NB Circular [rS Pipe I

as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of

symbol foreach board shall be as per theinstruclion of

engineer in charge. The llxing at site shall be in 1 2r4

CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation. curing etc.complete under the

supervision of englneer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certifled copy of 3 year outdoor

exposure test report from third party test lab for lhe

product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reilective sheeting( SOR ltem

Code 26093C. P No 190 )

It accordang to

26 36.00 Hazard l\,4arker Sign -Providing and fix,ng sign boards 36 66.30 Rupees three No '13'1S86_80

made out of 2.0 mm aluminium sheet / 4 mm ACP thousand six

(Aluminum composite Panel), slze 90x30 cms. hundred sixty six

rectangular as per design of IRC'67-2O12. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy parnl ireflectorised with Micro Prismatic Grade

retro refieclivesheeting of Type-1l as per AST[,] D-

4956 and latest M.O-S.T.Specifrcations, 1.8mtr long

stand post of 75 x 75 x 6mm / 65NB Circular [,4S Pipe

and frame fabricated from suitable size iron angle of

x 35 x 3mm; painted with bestquality epory coatings in

black and white bends. The details of symbol board

shall be as per theinst.uction of engineer in charge.

The fixing at srte shall be in l:2 4 CC blockof size 45 x

45 x 60 Cms. for each leg.including excavation, curing

elc corrplete Llnder lhe supervrsioll of engrneer in

charge A u/arranty for 10 years for lhe Retro reflective

sheeting from o.igrnal manufacturer & a certified copy

of 3 year outdoor exposure test report from lhird party

test lab lor the product offered shall be submitled by

conlractor. (A) Class-C Type-11 Reko Reflective

sheeting( SOR ltem Code 26102C, P No. 199)

27 15.00 Regulatory / Mandatory Sign :-Providing and fixing sign 4618.73 Rupees rour No 59280

boards made oul of 2mm aluminium sheet / 4mm ACP thousand six

(Aluminum composite Panel), size 60 cms Dia Circle as hundred eighteen

per design of IRC-67-2012 Pre treated with

phospheting process & acid etching, coated with one

coat of epoxy primer and h,vo coats of best quality

epoxy paint;reflectorised with firicro Prismatic Grade

retro refiectivesheeling of Type-l1 as per ASTM D

4956 and latest M.O.S.T.Specificatrons 3.6mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron

angle ol 35 x 35 x 3mm, painted with bestquality epoxy

coatinqs in black and white bends The details of

symbol foreach board shall be as per theinstruction of

engineer in charge. The frxing at site shall be in 1:2:4

CC blockof size 45 x 45 x 60 Cms. for each

leg.includrng excavation, curing etc.complete {.rnder the

supervision of engineer in charge A warranty for

years for the Retro refleciive 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-C Type-11 Retro Reflective sheeting. { SOR

It.Code 26094C, P No.191)

It according to

Item of Work Rs- ln Unit

28 50.00 STOP Siqn -Providing and fixing sign boards made out 72',13.42 Rupees seven No

of 2mm aluminium sheel 4mm ACP (Aluminum thousand two

composite Panel); size 90 cms Oclagone as per design hundred thirteen

ol IRC-67-2A12. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint;reflectorised

with Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTII D-4956 and latest

Ivl.O.S.T.Specifications, 3.6mtr long stand post of 75 x

75 x 6mm / 65NB Circular [..4S Pipe as required and

frame fabricated frcm suitable size iron angle of 35 x

35 x 3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol foreach

board shall be as per theinstruction of engineer in

charqe. The fixinq at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg.including

-.xcavalion, curlng etc.complete under the supervision

of engineer in charge. A warranty for'10 years for the

Reko reflective sheeung from original manufacturer & a

certified copy of 3 year outdoor exposure test report

from thrrd party test lab for the product offered shall be

submitted by contractor. (A) Class-C Type-11 Retro

Reflective sheeting. ( SOR ltem Code 26095C,

29 384.00 Providing and flxing guard stone as per l.R.C. type 103.56 Rupees one No

design incruding white washing etc. complete.(ii) Fixing hundred three

in Ea.th (SOR !t No. 26045AJ Pg. 183)

30 166.00 Providing and Fixing ROW'S boundary stone oF CC 96 65.70 Rupees hine No

1:2r4 precast or cast in situ with reinforcement as per thousand six

IRC :25/1967 drawing of boundary stone with formwork hundred s ixty Iive

on various road SH/N,4DR/ODRA/R at every 200 mtr

interval including Excavation ,White Washing, Lattering

etc. as per instruction of engineer in charge.( RA)

31 1100.00 Type - B, 'THRlE" : I/etal Beam Crash Barrier 4110.70 Rupees four Rmt

(Providing and erecting a "Thrie" metal beam crash thousand one

barrier comprising of 3 mm thick corrugated sheet hundred ten

metal beam rail 85 cm above road/ground level, fixed

on ISI\4C series channel vertical posl, 150 x 75 x 5 mm

spaced 2 m centre lo centre,2 m hrgh with 1.15 m

below ground level. all steel patts and fitments to be

alvanised by hot dip process, all fittinqs to conform to

lS:1367 and lS:1364 metal beam railto be fixed on the

vertical post wlth a space of channel section 150 x 75 x

5 mm, 546 mm long complete as per clause 81 1( NH

Gandhidham sor 23-24 I No8.23 B p-39

Item of Work Rs- ln U

1.00 Ganlry Board: Supply and fixing high intensity type 569144.28 Rupees five lakh NO

retro reflective sign plate made out of 2mm thick sixty nine

aluminium sheet ouly framed by M.S angle 40 x 40 x 5 thousand one

mm and additional vertical bracing at every 1.20 hundred fourty

mtr.back side of plate is paanted in two coats of epoxy four

grey paint after etching treatment of plate on back side I

ot plate .The front face is to be covered with Green

High intensity grade retro reflective sheeting & the I

matter and logo with white retro refleclive sheeting as

per IRC Standard.This plate is to be fixed on over

head struclure with the help of G I Nut bolts

complete.in all respects as per diawing ,Technical

Speciflcation Clause 801,802 & Direction of the

Enqineer in charge. Providing & fixinq portal mounted

gantry Struclure Mfg.Supplying and hoisting complete

in position of welded skucture of M.S Pipe conforming

to lS specifications tor over head signs comprising of

two vertical post 6 mtrs.height for the top on RCC

foundatrons made of 300 mm dia M.S pipe as verticals

& horizontal span made of 80 mm .40rnm and 25mm

dia pipe ( all medium weight ) along with 12mm I\,4.S

plates of required size with stiffener 10 mrn M.S plate

with one coal of steel primer and lwo coat of enamel

paint including foundatron work with all work like

Excavalion ,PCC,RCC,Back filling of excavated earth

and other things as per drawing and also directed by

489.00 Excavation for foundation upto 1.5 M. depth including 122.94 Rupees one Cmt

sorling out and stacking of useful materials and hundred twenty

disposing of excavated stuff up to 50M. lead. (A) Loose

or Soft Soil{S.O.R. P. No. 67 lt. Code 04001A }

34 57.000 Providing and laying cemenl concrele 1:4:8 (lcement: 2653.42 Rupees two Cmt

4coarse sand : 8 B.T.Crushed stone aggregates 40 thousand six

mm. nominal size) and curing complete excluding cost hundred fifty

of from work in : (a) Foundation and plnth {SOR. P. three

No.73 lt. Code 05004A)

35 688.00 Providing and casting in situ ordinary cement concrete 3739.15 Rupees three Cmt

M. 200 mix and providing necessary pin headers thousand seven

including shuttering scaffolding laying vibrating curing hundred thirty

and finishing complele. Without V-Grooves. (A) Height nine

from 0.0 M to 5.0. M Cement Diff. 70 x 5.234 = 366.38)

...{SOR P. No. 235 lt. Code 27O52AA\ =

36 150.00 Supplying and fixing reinforced concrete heavy duly 345S.26 Rupees th ree Rmt 52 03

non-pressure pipes with collars for culverts carrying thousand four

heavy traffic as per lS 458-1991 speciflcations hundred sixty

ancluding setting the pipes in C.LL 1r2 watering and nine

laying (to level or slopes) of class NP3 of following

internal daimeters.(ii) 900mm dia. {SOR , Pg.No.

Item Code 26089E)

37 2.45 Providing and laying in position FE 500 TI,T bar 7385 8.6I Rupees seventy MT 180953.7S

reinforcement including culling, bending. hooking and three thousand

tyingcomplete as per detailed drawings for the eight hundred

followinq. For RCC Raft, Pier, Top Slab, Cuttoff walls fifty eisht

etc. comp. {S.O R P. No.243 lt No 27107)

It according to

Item of Work ,n words

38 2.00 Providing Job work for maintaing existing water sLrpply 1 010 0.00 Rupees ten JOB

lines in village area including necessary repairing / thousand one

replacement of lines which damaged during work and hundred

making water supply in condition same. {L.S.}

39 550.80 Providing Yeliow and Black patta (Three Coat) one 91-54 Rupees Ninty one sq ml

coal of priming & two coat of oil Paint including cost of

material required for paint a.d all labolr work etc

complete as per direction.(SOR. lt- Code

40 8750.00 Earthwork for embankment including breaking clods, 177.91 Rupees one mt

dressinq with all lead and lift and including watering hundred seventy

rolling and consolidation of subgrade in layers at seven

O.l\/.C. to req!ired dry density including filling the

dep.es5lq. wh'ch occur during the process us.ng

power roller 8T to 10T.(E) From Borrow area within

3.OKltl. tead {s o R. P. No. 188, tt. code 26004EA }

41 2500.0000 Providing & Laying 22.5cn1thick rubble stone on side 1660.44 Rupees one sq m1

slope on Existing earthwork with top and bottom to-. thousand six

walls as per drawing & 20cm x 30cm wide C.C M150 hundred sixty

panel wall at every 3.30meter center to center with

middle patta including providing rain chule as per

detailed drawing with pointing in ClVl 1:3 . ( As per RA)

It according to

Item of Work Rs. ln iJ nit

42 120.00 Providing a 5 s-meter-wide diversion road for the 5118.54 Rupees five Rmt

slructure by carrying out earthwork, spreading 150 mm thousand one

GSB, 150 mm WMM. and 20 mm l\,4SS along with hundred eighteen

placing diversion boards (Class-C Type-11 ) on both

sides of the traffic and removing them after completion

of work. The length of the road will depend on site

conditions, as directed by the Engineer-in-Charge

l/We am /are willing to carry outthework at................% below/above ( Should be

written in figure and words ) of the tender rates mentined above Amount of my / our tender

works out as under.

Tender amount Rs........... . .. Tenderamount

Add.......% above Rs...................... less.......7o below

Net in words Rs...................... Net in words

Credit for Dismental material and Recovery (Fix Deduction) Rs 721965.76 (RA BILL)

1 The Contractor Shall Exhibit a board with detailed Specification and details of work as directed

by the Engineer-in-Charge for which no extra payment shall be made.

2 The Labour cess will be deducted as per prevailing rules i.e.1% of the work done.

3 GST and lncome tax TDS will be deducted as a source while making payments of bills.

4 ln all R.C.C.ltems in Rate Analysis Standard Cement Consumption has been taken as per

GOVT.G.R.PRC-10i2017 Cement Consumption/16/C Date:1110512017 as stated in

S.O.R.therefore in R.C.C. items where there is a changes as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate

of input rate mentioned in all the tender.

Signature of Contractor

Deputy Executive Engineer

R&BSubDivision R & B Division

Deodar Palanpur