In the North-West Zone, in the Ghatlodia Ward, T.P. Scheme No. 1 area and other areas, the work of footpath and central verge repairs on roads, as well as construction of new roads, and other related works are to be carried out. (ARC)

Name of Work :- In the North-West Zone, in the Ghatlodia Ward, T.P. Scheme No. 1 area and other areas,

the work of footpath and central verge repairs on roads, as well as construction of new roads, and other

related works are to be carried out. (ARC)

Sr. Item Rate Per Quantity Amount

Dismantling the following including loading, unloading

and disposal of unserviceable materialfor alllead oras

1 directedby Engineer-In-Charge and stacking the serviceable

material and backfilling the resulting trenches and pits

a central verge -kerb stone (Law garden Rate) 44.49 Rmt 250.00

Dismantling tiled or stone floors laid in mortar

including stacking of serviceable materialand disposalof

b uservicalblematerial withall lead and lifts.(R&B SOR 2023-24 47.25 Smt 250.00

ITEM CODE 20005 Item no.as per NBO 20.23)

Demolition &disposal ofunservisable materialwith alllead

andlift forunreinforeced/Lime concrete. (R&B SOR 2023-24

ITEM CODE 20001B Item no.as per NBO 20.1)

Demolition ofbrick work& stone masonry including

stackingof serviceable materials and disposal of unserviceable

d materials with all lead and lift (1) In cement mortar.(R&B 544.95 Cu.m 10.00

SOR23-24 ITEM CODE 20003B Item no.as per NBO 20.11)

Demolition including stacking of serviceable materials

and disposal of unserviceable materialswith alllead and

e lift. (I) R.C.C work.(R&B SOR 2023-24 ITEM CODE 20002 1047.38 Cu.m 10.00

Item no.as per NBO 20.3)

Extra rate over item of excavation of earth for excavation of

asphalt pavement / RCC ofthickness upto 0.20meter

includingdemolishing theasphalt carpet, metal,s

2 oiling/cutting Reinforcementetc.comp. with stackingthe

material as directed. (Based on Previously approved rate by C

E sir -ref. amc drainage sor jan-2016)

a up to 0.20 meter thickness (By Manual) 71.10 Smt 10.00

0.20 to 0.30 meter (By any type of Breaker Machine or

b R.C.C.Cutter machine including cost of operator, fuel, & 177.76 Smt 10.00

transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or

c R.C.C.Cutter machine including cost of operator, fuel, & 311.08 Smt 10.00

transportation etc complete.

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the excavated

3 stuff and depositing on the road side slope as directed 205.35 Cmt. 400.00

upto 50Mt.lead. (EXECUTED WITH MANUAL

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

Providing and supplying JCB machine on rental basisin case

of emergency situation and breakdown type work and also

during unavoidable condition as per instruction of engg.

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

4 charges and stacking of useful and non useful materials 533.28 Hour 8.00

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 fuel, to

carry out different works during day /night for Hrs. shift.

5 Work shallbe carried out as per theinstructions of engineer 1661.02 Shift 2.00

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

&B SOR 23-24: HO33 PN43

Conveyance charge of earth, lime, murrum, building rubbish,

manure, garbage, sludge, excavatedrock, flyash,

aggregatesof anykind executedoutside theroad site. Rate

6 alsoincludes spreading& levellingetc complete. Internal

conveyance above50 mtdone withinthe worksite isnot

payable. (R&B 2023-24 Statement No.5 (3.2.1.A.2. Earth) Page

a a) Lead up to 1 Km. 46.83 Cmt 10.00

b b) Lead From 1Km to 2 Km. 60.69 Cmt 10.00

c c) Lead From 2 Km to 3 Km. 74.49 Cmt 10.00

d d) Lead From 3 Km to 4 Km. 87.72 Cmt 10.00

e e) Lead From 4 Km to 5 Km. 100.44 Cmt 10.00

f f) Lead From 5 Km to 10 Km. 146.74 Cmt 400.00

g g) Lead From 10 Km to 15 Km. 187.74 Cmt 10.00

h h) Lead From 15 Km to 25 Km. 224.99 Cmt 10.00

Construction ofgranular Subbase usingcrusher run,

spreadingin uniform layers with motor grader on prepared

surface mixing by mix in place method with front end loader at

7 OMC and compacting with vibratory roller to achieve the 1793.00 Cmt

desired density, complete as per tender

specification. For all grade. (Road project Approved Rate )

a Production & Supply of GSB (Crusher Run) 1763.00 Cmt 2.00

b Laying of GSB (Crusher Run) 30.00 Cmt 2.00

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical

mixplant carriageof mixedMaterial bytipper tosite, laying in

uniform layersin sub- base/ basecourse onwell

preparedsurface andcompacting withvibratory rollerto

achievethe desireddensity asper CodalProvision. (Road

project Approved Rate )

a Production & Supply of WMM 1975.00 cmt 2.00

b Laying of WMM 35.00 cmt 2.00

Brick work using common burnt clay building bricks having

crushing strength not less than 35kg./Sq.Cm. In foundation

9 and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B) 4011.66 Cum 2.00

Conventional.(R &B Building Road Bridge SOR 2023-24 Item

Code 06001BA,Item No.as per NBO-6.12 page no.70 )

Providing15mm thick cement plaster in single coat on Rough

(Similar) side of single or half brickwalls for interior plastering

10 upto floor two level and finished even and smooth in (i) 174.83 Sqm 50.00

Cement mortar 1:3 (1-cement:3-sand) (R & B Building Road

Bridge SOR 23-24 Item Code 17002A,Item No.as per NBO-17.6

Dry Lean Cement Concrete M-15 Sub- base (Construction of

dry lean cement concrete Sub- base over a prepared sub-grade

with coarse and fine aggregate conforming to IS: 383, the size

of coarse aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after blending to

be as per table 600-1, cement content not to be less than

11 kg/ cum, optimum moisture content to be determined during 2654.08 Cum 2.00

trial length construction, concrete strength not to be less than

10 Mpa at 7 days, mixed in a batching plant, transported to

site, laid with a paver with electronic sensor, compacting with

8-10 tonnes vibratory roller, finishing and curing.)

Ready mix concrete Providing and laying in position

Ready mix concrete/ batch mix concrete of specified

grade for reinforced cement concrete work, using

cement content as per approved design mix (Min

cementitious level as per latest IS 456 shall be

maintained) manufactured in fully automatic batching plant

and transported to the site of work in transit mixer for all

lead having a continuous agitated mixer, for reinforced

cement concrete work including pumping from transit

mixer to site of laying; cost of admixtures in

recommended proportions as per IS: 9103 to accelerate,

retard the setting of concrete, improve workability without

impairing strength and durability; finishing, compacting,

vibrating, curing, dewatering (if required), etc, excluding

the cost of Formwork and reinforcement, etc complete

for all elements, all floors, all level, any heights/ depths, any

lead and lift as directed by Engineer Incharge.

Concrete of M 15 grade (R & B SOR 23-24 IC: 5054 Page 66)

Concrete of M 20 grade (R & B SOR 23-24 IC: 5055 Page 66)

Concrete of M 25 grade (R & B SOR 23-24 IC: 5056 Page 67)

Concrete of M 30 grade (R & B SOR 23-24 IC: 5057 Page 67)

Concrete of M 35 grade (R & B SOR 23-24 IC: 5057 Page 68)

RCC NOSING Construction of bullnose by providing and laying

M-20 grade of concrete with fixing nominal steel a sper

13 approved drawing. Cost shall be inclusive of formwork, 4883.04 Cmt 5.00

asphalt cutting, transportation. (road project tender rate)

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in position

complete upto floor two level (R & B SOR 23-24 IC: 05014C

Providing form work of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. Height of propping and centering below

15 supporting floor to ceiling not exceeding 4 M. and removal of 171.68 Smt 30.00

thesame forin situreinforced concreteand plain concrete

work in. (A) Foundations Footings Bases of Columns etc. and

Mass concrete. R & B SOR 23-24 IC:09001AA Page 78)

P/A Tremix with dewartering machine and floater machine on

constructed CC work for finishing the surface as per

16 requirement. The rate including all machinaries, labor, loading, 54.00 Smt 50.00

unloading, transportaion etc complete as per direction given

by engineer in charge.

Making 15 mm. Groove in RCC work on road & filling it with

17 polysulfied selant & finished ot good incl. all labour charges 30.00 Rmt 100.00

etc. comp.as directed.

Providing and fixing FRC Heavy Duty (HD35) Man hole cover

with frame 600mm x 600mm or 600mm dia clear opening with

100 x 2mm MS flat all-round, 16mm øplain roundbar

forlifting thecover &shall befitted with plastic cups. On the

upper periphery of frame 25 x 3 mm wide MS flat with hot dip

18 galvanizing shall be well embed in concrete to protect the 3223.16 No 2.00

edges of frame. Frame shallbe fixedwith cementmortar

orcement concreteas per site condition, asper drawingand

asdirected byEngineer in charge. Sample shall be approved

before execution. ( Law Garden Rate )

Providing and fixing cast iron manhole frame of weight 80 to

85 kg suitable for existing EHD-35 FRC MH cover, rate also incl.

loading, unloading and fixing the frame in line and level to

19 match exisisting road level in C.C. 1:2:4 and finishing 71.10 per Kg 2.00

smooth, wateringand protectingfor 7 days etc. complete

as per instruction by engg. in charge. (Approved Rate -ref.

amc drainage sor jan-2016 gst deducted)

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

site etc. comp. Directed. (Based on rate of central store

F.R.C. Strom Water Grating Set:-Grating(Jali): 740 x 740 x

90mm square jali, 20:00 MT load design, 90x2mm MS flat

a allround, Frame: 600 x 600mm clear opening, outer size- 900 x 5372.40 Set 1.00

900 x 165 mm. On the upper periphery of frame 25 x 3mm

wide MS flat should be well embded in concrete to protect the

F.R.C. Strom Water GratingSet :Grating(Jali): 690 x690 x

70mm squarejali, 20:00 MTload design, 70x2mm MS flat

b allround, Frame: 600 x 600mm clear opening, outer size- 800 x 4923.60 Set 1.00

800 x 120 mm. On the upper periphery offrame 25x3mm wide

MS flat should be well embed in concrete to protect the edges

F.R.C. Heavy Duty [HD-20] MachineholeCovers only for

existing C.I. frames Cover: 610mm Ø& 75mm thickcircular

c cover, 20.00MT load design, 75x2mm MS flat allround, 2433.20 NO 1.00

16mm plain round bar for lifting the cover & should be fitted

with plastic cups.

F.R.C. Light Duty [LD-3.00] ChamberSet:- Cover: 680 x530

x 35mm rectangular cover, 3:00 MTload design, 35x1.2mm

d MSflat allround, 6mm plain round bar for lifting the cover & 1931.60 Set 1.00

should be fitted with plastic cups. Frame: outer Size - 790 x

640 x 85 mm. 600 x 450mm clear opening,

(Only Cover) F.R.C.Extra HeavyDuty [EHD-35]

MachineholeCovers & Frame- 560mmø clearopening,

Thedimension offrame andcover as per mentioned in

Amend No.1 to IS 12592: 2002 table

SET coverand frame) F.R.C.Heavy Duty [HD-20]

MachineholeCovers & Frames- 560mm Øclear opening,

Thedimension offrame andcover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

Carting andFixing M.H., Chamberor CatchpiteSeat andCover

inline andlevel tomatch exisistingroad levelin C.C. 1:2:4

22 and finishing smooth, watering and protecting for 7 days 746.59 No. 1.00

etc. complete as directed. M.H. seat cover will be supplied

byA.M.C.(from any store)

Constructing Bombay Pattern Type Catch Pit of size 0.60 x

depth up to 1 mt including excavation, B.B.C.C. (1:5:10),

cms thick brick maso. wall in the prop. of CM (1:6) with

23 mm thick IPS flooring in the prop M15 at bottom and 15 mm 3110.80 No. 1.00

thick cement plaster inside the catch pit in the proportion of

CM (1:3) with outjali etc. comp. as directed. (As per R.A. Based

on Drainage SOR 2015-16 ded.GST)

Repairing damaged M.H. and rasing M.H. up toroad level

incl. removing damaged brick work and repairing by brick

24 masonry in C.M. 1:5 and plaster in C.M. 1:3 andfixing

C.I.steps andexisting MHsheet cover, removing the debris

fromMH andcarting thesame as directed. (Based on

Drainage SOR 2009-10 - ded.GST)

a (A) up to 0.15 mt. (@ Two Coarse) 721.60 No. 1.00

b (B) up to 0.35mt. (@ Four Coarse) 1144.00 No. 1.00

c (C) up to 0.65 mt. (@ Seven Coarse) 1768.00 No. 1.00

d (D) up to 0.90 mt. (@ Ten Coarse ) 2129.60 No. 1.00

Repairing damaged I.C./ Raising removing damaged brick

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

25 C.M. 1:3 and fixing C.I. steps and existing chambersheet 396.00 Nos. 1.00

cover, removingthe debris from chamber and carting the

same as directed. (Based on Drainage SOR 2009-10 - ded.GST)

Raising of Existing manhole. Item includes, cutting of existing

road surround by Manhole by diamond cutter machine,

dismantling of road in confined area by breakermachine

andcarting ofdismantled 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 repairmortar

26 material, Layingof concretemade from special bonding 6815.32 NOS. 1.00

chemicalflowable microconcrete materialin desiredthickness

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. (AMC approved rate)

Excavation for pipe line trenches for sewerage line, manhole

etc all with shoring and struting if required as per required

gardient and line including safety provisions using site railes

27 and stacking excavated stuff including upto all required lead

cleaning the site etc. Complete for all leads and strata as

specified. Excavation upto 1.5mt depth

a In all sorts of soil and soft murrum 84.10 Cmt 10.00

b In hard murrum, boulders including macadam road 127.56 Cmt 10.00

Manufacturing,Testing,Supplying,Loading,TransportingTo

Work Site, Unloading, LoweringIn Trenches, LayingAnd

Jointing reinforced concrete including Excavation non-

28 pressure pipes I.S. class NP3 of the following internal diameter

with collars and butt endsprepared forcollar jointsincluding

testingof joints complete. (GWSSB SOR 22-23 ITEM

a 150mm Internal Dia 394.00 Rmt 1.00

c 300mm Internal Dia 915.00 Rmt 1.00

d 450mm Internal Dia 1604.00 Rmt 1.00

Providing and supplying, lowering, laying and jointing ISI mark

only standard length stoneware pipes of following class and

diameter including all taxes, insurance, transportation,

freightcharges, octroi, inspectioncharges, loading, unloading,

29 conveyance to departmental stores, stacking etc. compl.

(IS651/1989 or its latest revision) Class AA (GWSSB SOR 2022-

23 , material Item 11.2 page 17 + labour Item 12 , page 40 +66

a 100 mm dia 182.00 Rmt 1.00

b 150 mm dia 267.00 Rmt 1.00

c 250 mm dia 535.00 Rmt 1.00

Providing, layingand jointing in true line and level UPVC pipe

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

30 as approved by Engineer-in-charge. (R & B SOR23-24 Item

Making connection to the ex.M.H.in running sewer including

dewatering and other required machinery etc. of following dia

31 pipes at any convenient time. All damaged work shall be well

repaired as per instructions.

a 150 mm to 300 mm dia. 1320.00 No. 1.00

b 400 MM TO 600 MM DIA 2200.00 No. 1.00

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B

Kerb block for Central Verge in M-20 grade using 20 mm

nominal size black trap aggregate of Sevaliya/Timba

orequivalent qualityfor pre-cast blocks, reasonably exposed

finish/ formwork, mouldwith wellequipped withvibratory

systemfor kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc. complete.

The rateshall alsoinclude necessarycutting ofasphalt,

fixingthe Kerbstones inline andlevel on5 cmthick 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

directedby Engineerin changeto forma portable mixture. In

any case Gravel or such type of materials shall not be allowed

for production. (AMC SOR jan-2016, GST dedu.)

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H

Kerb block for Footpath in M-20 gradeusing 20mm

nominalsize blacktrap 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 rateshall alsoinclude necessarycutting ofasphalt,

fixingthe Kerbstones inline andlevel on5 cmthick sand

33 bedding with necessary equipments and materials. The rate 349.30 Rmt 500.00

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

directedby Engineerin changeto forma 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 (AMC SOR

jan-2016, GST dedu.)

Pre cast concrete kerb Providing and fixing M25 Grade of

concrete precast exposed /Fair finish/ texturefinish

kerbstones ofapproved makeas per approved sample

ofany sizeand any type. Kerbs shallbe fixedon

thefoundation preparedas perapproved design. The

rateshall alsoinclude forerecting andfixing thepieces

inposition forcomplete kerbsystem withchamfered typeof

kerbsincluding necessaryaccessories ofkerb like radius kerb,

34 anglesand quadrantkerbs, dropletkerbs etc.complete asper 1061.61 Rmt 1.00

drawing. Kerb shallbe fixedas paperjoint withoutany

jointing material. Howevercement mortarshall beprovided

atthe backsideof kerbstone 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) 450 mm high median kerb.(As per

Pre castconcrete kerbProviding andfixing M25 Gradeof

concrete precast exposed /Fair finish/ texturefinish

kerbstones ofapproved makeas per approved sample

ofany sizeand any type. Kerbs shallbe fixedon

thefoundation preparedas perapproved design. The

rateshall alsoinclude forerecting andfixing thepieces

inposition forcomplete kerbsystem withchamfered typeof

kerbsincluding necessaryaccessories ofkerb like radius

35 kerbs, angles and quadrant kerbs, droplet kerbs etc. complete 912.50 Rmt 1.00

as per drawing. Kerb shallbe fixedas paperjoint withoutany

jointing material. Howevercement mortarshall beprovided

atthe backsideof kerbstone 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 (b) 375 mm high Footpath kerb.(As per

Labour work for fixing interlocking blocks / any kind of

pavement on up to 50 mm thicksand bedding,

levelling,watering andfixing inline &level as well cleaning

the site etc.comp. as directed

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape

(Usually Uni-Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath, parking areas,

service lanesand otherareas asmentioned inthe drawing/

instruction of engineer in charge. Cost includes

formworks using rubber mould, Rate providing andlaying

paverblocks asper requiredgrading and specification. The

paver block shall be mechanically compacted. The work of

37 paving blocks shall beexecuted inline andlevel byskill 381.30 Smt 500.00

masonof flooringwork only. It should belaid insuch away

thatthe nocutting ofthe paverblock to be necessary. if

cutting of paver block necessary then it should be cut by

machine only and carting. The finished surface of the paver

block shall have resonablygood, plain finished. Paver

blocksshall becompacted andshall berelaid if necessary.

Gravel or such type of materials shall not be allowed for

production. Laying on 5 cms thick sand bedding. (AMC SOR jan-

2016, GST dedu.)

Paver Block 60 mm thick Providing andlaying shotblasted

Non - interlocking, Paverblocks ofspecified thickness, size,

gradeof concrete and colour machine made and blasting by

automatic shot blasting machine and high density ofas

perapproved sampleof approvedmake forfootpath,

parkingareas, servicelanes,crossover andother areasas

mentionedin the drawing. Including providingand laying50

mm thick averave beddinglayer of coarse sand below paver

block as per required grading and specification. Laid paver

block shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level by skilled

mason of flooring work only. Small size of paver block with

same specification shall be used at residue or at end. It should

be laid in such a way that the no cutting of the paver block to

be necessary. If cutting of paver block shall be required ,than

cut by machine only and laying to be done by skilled flooring

mason. The finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be compacted

and shall be re-laid if necessary. Actual laidarea shallbe

measuredand paidwithout any wastage. (A) 60 mm thick M-

Paver Block 80 mm thickProviding and laying shot

blasted Non - interlocking, Paverblocks ofspecified

thickness, size, gradeof concrete and colour machine made

and blasting by automatic shot blasting machine and high

density ofas perapproved sampleof approvedmake

forfootpath, parkingareas, servicelanes,crossover andother

areasas mentionedin the drawing. Including providingand

laying50 mm thick averave beddinglayer of coarse sand

below paver block as per required grading and specification.

39 Laid paver block shall be mechanically compacted. The work of 1150.59 Smt 50.00

the paving blocks shall be executed in line and level by skilled

mason of flooring work only. Small size of paver block with

same specification shall be used at residue or at end. It should

be laid in such a way that the no cutting of the paver block to

be necessary. If cutting of paver block shall be required ,than

cut by machine only and laying to be done by skilled flooring

mason. The finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be compacted

and shall be re-laid if necessary. Actual laidarea shallbe

Paver Block providing and laying, Dished Channel specified

thickness, size, grade of concrete and colour machine made

and blasting by automatic shot blasting machine and high

density as per approved sample of approved make for suite

drain besides parking area and other areas as mentioned in

drawing. Including providing and laying 50mm thick average

bedding layer of coarse sand below dished channel as per

required grading and specification. Laid dished channel shall

be mechanically compacted. The work of the dished channel

shall be executed in line and level by skilled mason. Small size

of dished channel with same specification shall be used at

residue or at the end. If cutting of dished channel shall be

required, than cut by machine only and laying to be done by

skilled flooring mason. Actual laid area shall be measured and

paid without any wastage. (A) 600mm X 300mm X 100mm

thick M-25 grade grey dished curved channel. (RP Approved

Extra Item Rate)

Providing and fixing Tree Guard with grey exposed finish in

41 grade M-20 with nominal steel and wall thickness of 100mm.

(RP Approved Extra Item Rate)

a Outer Size 700X700 794.64 NO 10.00

b Outer Size 900X900 1121.00 NO 10.00

Providing and laying cement concrete 1:5:10 (1-Cement

:5 - Coarsesand:10-dbroken stone aggregates

42 nominalsize) and curing complet excludingcostof 2139.50 Cmt 10.00

formwork in (A) Foundation and Plinth (R and B SOR

Providing and applying Synthetic Enamel Paint on

existing MS structural steel work with minimum two coat

of paint of approved make and shade including cleaning

43 all dust, durt and other foriegn matters, sand papering, 66.07 Smt 200.00

scafolding etc with all material labour equipments for all

height as directed by engineer in charge.(C G Road

tender Approved Rate)

Painting Two Coats on divider and footpath curb surface

/ New Concrete Surface ( Painting two coats after filling

the surface with synthetic enamel paint in all shades on

new plastered concrete surfaces) (AMC approved Rate )

Providing, fabricating, assembling, hoisting / erecting and

fixing inposition structural steel work at all heights/ all

levels/ all shapes &sizes with all leads & lifts using any

type of section like MS Rolled Steel Sections, Hollow

sections, Tubular Sections, MS Plates, Chequered Plates

etc. all confirming to latest relevant IS codes for the work

of steel structures railings, signage pole, jali, gates, Bus

shelter, screen wall, smart pole, commercial pole, gantry

structure, grills, bracings, bollards, foundation plate and

bolt, platforms, brackets, cattle trap, framing

foradvertise box on lighting pole, electrical elements etc.

45 including straightening, cutting, bending, bolting and 73.63 Kg 5.00

welding the members all as per structural drawings and

as per detailed specifications (for materials &

workmanship) including necessary scaffolding/ staging,

anchor fasteners etc. complete in the situations

described hereinafter and comprising of : i) Profile

Cutting of components to required lengths/ widths and

shapes/ profiles; ii) Smooth grinding / machining of

edges / faces / all welding joints; iii) Necessary welding

(electric arc welding) for required weld lengths and sizes

shall be carried out by qualified welders.

iv) The fabrication work shall start only after approval of