Providing and Laying New Shot Blast footpath and repairing of exisitng footpath , Nozing, Central Verge Colour at Bopal-ghuma area, shilaj canal road and other different places in Thaltej ward of North West Zone.

Name of Work :- Providing and Laying New Shot Blast footpath and repairing of exisitng footpath , Nozing, Central

Verge Colour at Bopal-ghuma area, shilaj canal road and other different places in Thaltej ward of North West Zone.

Quantity Item Unit Rate Amount

1 Center Line Marking Preparaition of drawing and Establishment of Center Rmt 5133.93

Line for the proposed Right Of Way using Total Station survey method and

Marking using good quality enamel paint as directed by Engineer-In-

Charge. Contractor shall get the drawings approved from Architect and

submit to AMC before commencement of the work. The work includes

traffic diversion provision so as to ensure smooth flow of traffic.(Heritage

Route Tapovan Visat Tender Approved rate)

2 Dismantling the following including loading, unloading and 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 complete.

a 1 central verge -kerb stone Rmt 8

b Dismantling tiled or stone floors laid in mortar including stacking of Smt 27.44

30 serviceable material and disposal of uservicalble material with all lead and

c Demolition & disposal of unservisable material with all lead and lift for Cmt 348.1

unreinforeced concrete. (AMC sor)

d Demolition of brick work & stone masonry including stacking of Cmt 314.5

15 serviceable materials and disposal of unserviceable materials with all lead

and lift (1) In cement mortar.

e Demolition including stacking of serviceable materials and disposal of Cmt 604.74

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

3 Scarifying of existing bituminous road surface (flexible Pavement) by Smt 22.23

mechanical means upto required depth to receive new tar road top layer

i.e. seal coat and bitumineous concrete including tools, plants, fuel, oil etc

and disposal of unserviceable material/ debries with all lifts and leads As

directed by engineer in charge.(CG Road Approved Rate)

4 Extra Rate Over Item of Excavation of Earth for excavation of asphalt

pavement/RCC of thickness up to 0.20 meter including demolishing the

0 asphalt carpet, metal, soiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on Previously approved rate by

a 150 up to 0.20 meter thickness (By Manual) Smt 71.10

b 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter Smt 177.76

420 machine including cost of operator, fuel, & transportation etc complete.

c 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter Smt 311.08

120 machine including cost of operator, fuel, & transportation etc complete.

5 Removing & recover of existing pipe line for sewer or storm water above Rmt 89.29

300mm dia upto any depth & Specials, removing any type of joint, carting

1 it to the Muni. Stores as & where directed as per instruction of Engineer In

charge with excavation & refilling.(CG Road Approved Rate)

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6 Dismantling of existing structural steel work for railing, grill, gate, Kg 2.05

grating,jali, etc including foundation, sorting the dismantled material,

disposal unserviceable material with all lifts and up to any lead at non

30 objectional place and stacking the serviceable material (structural

elements) upto AMC store including loading, unloading as directed by

Engineer-in-charge.(CG Road Approved Rate)

7 Removal of existing any type of paving or paving stones of any type, any Smt 43.75

size, any thickness in required depth including removing paver with spil

sub base and breaking sub base i.e concrete or metaling etc under the

supervision of concerned department, disposal unserviceable material

with all lifts and up to any lead at non objectional place and stacking the

serviceable material (paver) upto AMC store including loading,

unloading as directed by Engineer-in-charge. (CG Road Approved Rate)

8 Removal of existing kerb stones of any type, any size, any thickness in Rmt 13.39

required depth including removing kerb with base PCC including

excavation etc under the supervision of concerned department, disposal

30 unserviceable material with all lifts and up to any lead at non objectional

place and stacking the erviceable material (paver) upto AMC store

including loading, unloading as directed by Engineer-in- charge. (CG Road

9 Pole Removal Removal of existing Light Poles/ telephone pole/ electrical No 2669.64

pole/ signage pole with fixtures/ signage sheet/ all cabling work including

excavation, Breaking concrete foundation under the supervision of

concerned department, disposal unserviceable material with all lifts and

up to any lead at non objectional place and stacking the serviceable

material upto AMC store including loading, unloading as directed by

Engineer-in- charge.(CG Road Approved Rate)

10 Traffic Signal Removal Removal of existing Traffic Signal Poles with all No 2669.64

lighting arrangement and cabling work including excavation, Breaking

concrete foundation under the supervision of concerned department,

disposal unserviceable material with all lifts and up to any lead at non

objectional place and stacking the serviceable material upto AMC store

including loading, unloading as directed by Engineer-in-charge. (CG Road

11 Shifting of pole Shifting of Telephone /Electric poles and Lines with all No 5339.29

cabling work including excavation, and dismantling of foundation concrete

and lines under the supervision of concerned department, disposal

1 unserviceable material with all lifts and up to any lead at non objectional

place and stacking the serviceable material upto AMC store including

loading, unloading as directed by Engineer-in-charge. (CG Road Approved

12 Removal Bus Shelter Removal of existing Bus Shelter with all structure No 13392.9

elements with seating arrangement, roof, supports, advertise elements

etc including excavation, Breaking concrete foundation under the

supervision of concerned department, disposal unserviceable material

with all lifts and up to any lead at non objectional place and stacking the

serviceable material upto AMC store including loading, unloading as

directed by Engineer-in-charge. (CG Road Approved Rate)

13 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. (Based on

Drainage SOR 2009-10) Road Resurface zonal tender approved rate 2022-

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a 2 (A) up to 0.15 mt. (@ Two Coarse) No 728.82

b 3 (B) up to 0.35mt. (@ Four Coarse) No 1155.44

c 0 (C) up to 0.65 mt. (@ Seven Coarse) No 1786.49

d 0 (D) up to 0.90 mt. (@ Ten Coarse ) No 2150.9

14 Repairing damaged I.C./ Raising removing damaged brick work and No 399.96

repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing

C.I. steps and existing chamber sheet cover, removing the debris from

chamber and carting the same as directed. (Based on Drainage SOR 2009-

10) Road Resurface zonal tender approved rate 2022-23

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

garbage, sludge, excavated rock, fly ash, aggregates of any kind executed

outside the road site. Rate also includes spreading & levelling etc

0 complete. Internal conveyance above 50 mt done within the work site is

not payable. (R&B 2021-22 Statement No.5 Page no.5 & RA Approved

St.Com.Res No.189,Dt.19/05/2022)

a 0 a) Lead up to 1 Km. Cmt 23.38

b 0 b) Lead From 1Km to 2 Km. Cmt 30.94

c 0 c) Lead From 2 Km to 3 Km. Cmt 38.37

d 0 d) Lead From 3 Km to 4 Km. Cmt 45.52

e 60 e) Lead From 4 Km to 5 Km. Cmt 52.42

f 180 f) Lead From 5 Km to 10 Km. Cmt 78.54

g 240 g) Lead From 10 Km to 15 Km. Cmt 104.65

16 Barricading the entire break down or excavated area on rental basis using Rmt 79.99

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I.

Sheet, reflective paint / Board outside to avoid accident & for smooth

traffic diversion & movement including cautionary board etc. Item also

includes for making temporary sufficient nos of lighting arrangement

throughout the work with necessary required arrangement. ..The same

shall be removed after completion of work. (Only for break down work

from start to complete) (Based on Drainage SOR 2009- 10)Road Resurface

zonal tender approved rate 2022-23

17 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp.

0 Directed. (Based on rate of central store circular 01/2021-22, Dt. 13- 08-

a F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers. Cover : 728mm ø & No 1368.75

100 mm thick circular cover, 35.00 MT load design, 100x2mm MS flat

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

with plastic cups.

18 Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and No 746.59

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

2 watering and protecting for 7 days etc. complete as directed. M.H. seat

cover will be supplied byA.M.C.(from any store) (AMC approved rate)

19 Providing cast iron machine hole frame of weight 80 to 85 kg suitable for Kg 71.1

existing EHD- 35 FRC MH cover, rate also incl. loading,

unloading the frame as per instruction by engg. in charge. (AMC approved

Rate )Zonal Tender AMENDMENTS

20 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up No 3110.8

to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso.

wall in the prop. of CM (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) without jali etc. comp. as directed. (AMC approved

21 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x No 1377.64

1 600mm clear opening etc. comp.. As directed by engineer incharge. (AMC

approved Rate )

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22 Providing and placing in position 100 mm thick factory made fair finish No 3240.79

Precast RCC Rectangular frame & perforated/ slotted Covers on drains

Alcock, Vyara, of footpath of various sizes, of M- 25 grade cement

2 concrete for RCC work, including cost of moulding, reinforcement,

rendering, etc i.c. cost of cartage, all leads & lift, handling at site etc. all

complete as per direction of Engineer-in-Charge.(CG ROAD Approved

23 Excavation for foundation upto 1.5m depth including sorting out and Cmt 88.3

stacking of useful materials and disposing off the excavated stuff up to

Meter lead.(B)Dense or Hard soil (R&B Dist. AHMEDABAD SOR 2021-22

No.04001B page No.41)

24 Excavation for foundation for depth from 1.5mto3.0min cluding sorting Cmt 95.8

out and stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil (R&B Dist. AHMEDABAD SOR

25 Excavation for foundation upto 1.5m depth including sorting out and Cmt 69

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(A)Loose or soft soil (R&B Dist. AHMEDABAD SOR 2021-22

No.04001A page No.41)

26 Excavation for foundation for depth from 1.5m to 3.0m including sorting Cmt 76.5

out and stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil (R&B Dist. AHMEDABAD SOR

2021-22 No.04002A page No.41)

27 Box cutting the road surface to proper slope and camber for making a Cmt 127.13

base for road work including removing the excavated stuff and depositing

on the road side slope as directed upto 200 Mt.lead.(R&B SOR 2021-22

ITEM CODE 26008 Item no.as per NBO )

28 Filling available excavated earth (excludingrock) intrenches. plinth,sides of Cmt 78.55

foundations etc. Inlayers not exceeding 20cm. Indepth consolidating each

3 disposited layer by ramming and watering.(R&B Dist. AHMEDABAD SOR

29 Filling in foundation and plinth with murrum or selected soil in layers of Cmt 192.45

20cm.thickness including watering,ramming and consolidating etc.

complete. (R&B Dist. AHMEDABAD SOR 2021- 22 No.04008A page No.43)

30 Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- Cmt 1901.59

graded brick bat aggregates 40mm nominal size) and curing omplete.(R &

B SOR Item code 05009A, NBO 5.3.8 Page 74) Road Zonal tender 2022-23

31 Providing and laying cement concrete 1:3:6 (1-Cement : 3-Coarse sand : 6- Cmt 2956.44

Graded brick bat aggregate 40mm normal size) and curing complete

excluding cost of formwork in (A)Foundation and Plinth (Ahmedabad City

2023-24, Item code 05007A, NBO-5.3.2, Page 52)

32 Supplying and Spreading good quality coarse sand free from Impurities Cmt 312.5

including Transporation to Site and labour cost for Spreading etc. Comp.

as directed.( Approved AMC rate)Road Zonal tender 2022-23

33 Providing, laying, spreading and compacting graded stone aggregate to

wet mix macadam specification including premixing the Material with

water at OMC in mechanical mix plant carriage of mixed Material by

tipper 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 as per Codal Provision.(RA Approved St.Com.Res

No.189,Dt.19/05/2022)Road Zonal tender 2022-23

a 10 Production & Supply of WMM Cmt 1708.13

b 10 Laying of WMM Cmt 31.25

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34 Providing TMT Bar FE500D reinforcement for R.C.C. Work including Kg 63.1

bending,binding and placing in position complete upto floor two level (R &

60 B Building SOR 2021-22 Item No.05014C as per NBO-5.4.11 page no.49

Dist. AHMEDABAD SOR 2021-22) Road zonal tender 2022-23

35 Providing, fabricating, assembling, hoisting / erecting and fixing inposition Kg 73.63

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,

0 electrical elements etc. including straightening, cutting, bending, bolting

and 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

7215. v) Electrodes for welding, the procedure, selection, test and

0 inspection shall confirm to provisions in IS816, IS818, IS822 & IS823.

vi) Erection / hoisting shall commence only after approval of fabricated

parts by the Engineer in charge.

vii) Necessary arrangements of templates to keep the foundation bolts in

0 position, shall be made by contractor without any extra

viii) The rate shall include for applying two or more coats of approved

make and shade PU paint over two coat of anti corrosive epoxy base

primer, as per instructions. In case of CNC work,

0 extra cost of CNC work shall be paid in relevant tender item.

36 Removing and refixing existing railing (upto 0.60 mt height) as a Rmt 82.96

barricadding or diversion lane as per requirement of project execution

stage and as directed by engineer in charge. Rate shall be inclusive of

required foundation and steel member for fixing of railing. After

completion of work,contractor shall dispose all material related to railing/

barricading i.e. disposal of unserviceable material with all lifts and up to

any lead at non objectional place and stacking the serviceable material

(structural elements) upto AMC store including loading, unloading as

directed by Engineer-in-charge(CG Approved Rate)

37 Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Cmt 3672.3

Raft and cutt off walls including necessary shuttering laying, vibrating,

1 ramming and curing complete.(B) Walls, fom top of foundation level upto

floor two level (upto 10ton). (As Per Auda Approval Rate)

38 Providing & Applying Tri mix with Machine floater machine on constructed Smt 48.21

1 RCC work including Machine & Labour etc Comp as directed.

39 Labour work for fixing any kind of paving with cement pointing in CM 1:2, Smt 69.64

including watering, ramming etc comp. as dir.For pavement aI)

Laying on Sand bedding as per requirement to fix the C.C.Block / Nibhada

Stone in Line & Level

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40 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Rmt 431.96

Central Verge 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.(AMC approved Rate

)a) Laying on 5 cm thick Sand Bedding

41 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Rmt 350.89

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

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. (AMC approved Rate (a)

Laying on 5 cm thick Sand Bedding

42 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast Rmt 1061.61

exposed / Fair finish / texture finish kerb stones of approved make as per

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. 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) 450 hight x 600x 150 mm high median kerb.As

per approved rate.

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43 Pre cast concrete kerb Providing and fixing M25 Grade of concrete Rmt 912.5

precast exposed / Fair finish / texture finish kerb stones of approved make

as per 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 kerbs, 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 per BOQ (b) 380 x 600 x 150 mm

high Footpath kerb. As per approved rate.

44 Providing & laying Mountable type Central Verge including casting of Kerb Rmt 361.75

of size 15.00 x 32.50 Cm by mechanical Kerb casting machinery and oil

paint colour to Center verge (Kerb) by Yellow/white and Black patta

(Three Coat) one coat of priming & two coat of oil Paint including cost of

0 material required for paint and all labourworketc complete as per

direction, detailed drawing and instruction of engineer incharge

.(Including Epoxy Piant of Approved Quality) (Central Verge) Rate Anlaysis

as per AUDA tender

45 Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 Rmt 1376.75

mm H Supplying & Fixing 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

0 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 charge to form a portable mixture.In any case gravel or such

type of materials shall not be allowed for production. (based on Road

46 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 Smt 501.6

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 lanes and other areas as mentioned in the

drawing / instruction of engineer in charge. Cost includes formworks using

rubber mould, Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be mechanically

compacted. The work of paving blocks shall be executed in line and level

0 by skill mason of flooring work only. It should be laid in such a way that

the no cutting of the paver block 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 resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid if necessary. Gravel or such

type of materials shall not be allowed for production. Laying on 5cms

thick sand beddding.(AMC approved Rate )

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47 Providing and laying of interlocking grey Paver Blocks of high density Smt 572

80mm thick made from M-40 grade concrete using 6 mm to 20 mm

machine crushed well graded stone aggregate, sand of approved quality,

OPC 53 grade cement with contractor's own concrete mix design as

approved by AMC, for parking, road. Cost Includes formwork, using

rubber/FRP mould, laying 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. It should be laid in such a way that the no cutting of

the paver block to be necessary. Cutting of paver block by machine cut

only and carting to be done. The Finished surface of the Paver Block shall

have reasonably good plain finish. Paver blocks shall be compacted and

shall be re-laid if necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5 Cms thick sand bedding.

48 Paver Block Providing and laying shot blasted Non - interlocking, Paver Smt 669.65

blocks of specified thickness, size, grade of concrete and colour machine

made and blasting by automatic shot blasting machine and high density of

as per approved sample of approved make for footpath, parking areas,

service lanes,cross over and other areas as mentioned in the drawing.

Including providing and laying 50 mm thick averave bedding layer 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 laid area shall be measured and paid without any wastage. (A)60

mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

49 Paver Block Providing and laying shot blasted Non - interlocking, Paver Smt 758.93

blocks of specified thickness, size, grade of concrete and colour machine

made and blasting by automatic shot blasting machine and high density of

as per approved sample of approved make for footpath, parking areas,

service lanes,cross over and other areas as mentioned in the drawing.

Including providing and laying 50 mm thick averave bedding layer 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 laid area shall be measured and paid without any wastage. (A)

mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

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50 Labour work of fixing kurb any design of central verge, (both side) Rmt 136.4

footpath kurb, items includes necessary excavation, asphalt cutting of any

thickness, erecting in line and position and pointing with cement mortar

(1:3), watering, etc complete, filling with zari along the side of the kurb,

the kurb stone fix prepared with bitumnious top surface, as directed by

engineer in charge.

51 Labour work for fixing interlocking blocks / any kind of pavement on up to Smt 68.64

50 mm thick sand bedding, levelling,watering and fixing in line & level as

well cleaning the site etc.comp. as directed.(AMC approved Rate )

52 Bitumen Cutting Labour charge of cutting in bituminous pavement. Rmt 113.39

Cutting to be done with heavy duty tandom cutting machine consist of

diamond blade. Minimum cutting depth shall be 75 mm from the finished

level. Cutting shall be perfeclty in line. The width and depth of the

removal of asphalt towards kerb stone shall be as per the drawing.

Bitumen shall be carefully removed so that the the cutting edge towards

the road should not be disturbed. The work of removal of the asphalt will

be considered in this item as running meter of the cutting done by

machine. One cutting line will be considered per length of the kerb stone.

Bitumen and other debris shall be disposed within 10.0 km. as per the

instruction of the engineer in charge. Surroundings shall be cleaned to the

satisfaction of the engineer in charge.

53 Removing and refixing of kerb Removal of existing kerb stones of Rmt 72.32

any type, any size, any thickness in safe manner with base PCC including

excavation etc and refix the same as desired location as per drawing and

as directed by Engineer in charge. Rate shall be inclusive of removing with

all subbase (including excavtion), refixed the same (approved before

25 reuse) on existing base PCC, addition kerb of same profile (if required and

shall be paid relevant tender item), disposal unserviceable material with

all lifts and up to any lead at non objectional place and stacking the

serviceable material (paver) upto AMC store including loading, unloading

as directed by Engineer-in- charge.

54 Filling Zari Filling of Zari along the sides of the kerbstone fixed, prepared Rmt 50

with Bituminous Concrete mixed in proper proportion as directed by

30 Engineer- In - Charge to form a pourable mixture. (Street Devlopment of

Dehgam Road From Devi Cinema road tender)

55 Providing and laying cement concrete tactile tile (for vision Smt 702.24

impairedpersons as per standards) of size 300 x 300 x 25 to 30mm of

Vyara, Super, Nishu approved make and pattern having water absorption

not over 6% and conforming to IS: 13801:1993, of approved make,

pattern and shade (with UV light resistant colours from Lanxess only) in

5 outdoor floors such as footpath, court yard, multi modals location etc.,

laid on 30 to 40mm thick base of cement mortar 1:4 (1 cement : 4 coarse

sand) in all shapes & patterns including grouting the joints with white

cement mixed with matching pigments etc. complete as per direction of

Engineer-in-Charge.(CG Road Approved Rate)

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56 Pre cast Cylindrical Bollard Providing and fixing cylinder pre cast bollard No 1084.49

with exposed/ fair finished made in M-30. Bollard is precast with cement

concrete of M-30 grade by providing 4 no of 12 mm dia. tor steel by vibro

compaction method using FRP/steel mould for achive shutttring finish as

directed and approved by EIC. Sample shall be approved. Approximate

size of bollard is 900 to 1000mm height x 225 to 300mm dia. Rate shall be

inclusive of concrete, reinforcements as stated in the item description,

necessary moulds, pouring, placing, compaction, necessary curing, all

1 accessories required for fixing, with all taxes, transportation, loading and

unloading charges. Additional reinforcement, if any shall be measured and

paid for in the relevant tender item. The rate shall also include for erecting

and fixing the pieces in position etc complete as per drawing. The rate

shall also include the cost of excavation, base PCC M15 grade and finish

good, curing etc complete as directed by engineer in charge.(C G Road

tender Approved Rate)

57 Providing and applying Synthetic Enamel Paint on existing MS structural Smt 66.07

steel work with minimum two coat of paint of approved make and shade

including cleaning all dust, durt and other foriegn matters, sand papering,

scafolding etc with all material labour equipments for all height as

directed by engineer in charge.(C G Road tender Approved Rate)

58 Painting Two Coats on divider and footpath curb surface / New Concrete Smt 71.86

Surface ( Painting two coats after filling the surface with synthetic enamel

paint in all shades on new plastered concrete surfaces) (AMC approved

59 Road marking with hot applied thermoplastic paints with reflectorising No 510.62

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass beads

0 @ 250gms per sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35. The finished surface to be level, uniform

and free from streaks and holes.) Directional Arrow, Lettering. (AMC

60 Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks Raised Nos 320.86

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens (No glass bed 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

Type Hand complying to Specifications of Category A of MORTH Circular

No RW/NH/33023/10-97-DO III

Dt 11.06.1997 .The height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree.The strength of

detachment of the integrated cylindrical shanks, (of diameter not less

than 19 +/- 2mm and height not less than 30 +/-2 mm) from the body is to

0 be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road

for the shanks to go inside,without nails and using epoxy resin based

adhesive as per manufacturers recommendation and The color of the

marker should be as per the IRC35-2015 and as directed by Engineer-in-

charge. (R & B SOR 2021-22 Item No. 26162A, page 239)

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61 Providing and setting 50 to 60 mm thick rouge kotah stone water table in

line, level and in required gradient including 25 mm thick beddcing in C.M.

1:6 (1 Part of cement : 6 Part of coarse sand) with sufficient ramming

consolidation. Providing joints in C.M. 1:3 (1 Part of cement : 3 Part coarse

0 sand) and smooth pointing in C.M. 1:1 (1 Part of Cement, 1 Part of coarse

sand) including watering etc. complete and as per details in tender

specification & as directed by engineer in charge. (SMC Approved tender

Rate) Road Zonal tender 2022-23

b 0 Size : 1' x 1'(40 to 50 mm thick) Rmt 103.52

62 Providing and fixing SS 304 grade satin finish perforated dust bin / litter No 16261

bin of size 850 mm x 300 mm x 850 mm and capacity 50 Ltr each bin

madeout of minimum 1.2mm thick sheet with pole of Saflow, Jindal,

KMGS and as per approved sample. Dust bin shall be floor mounted with

both side pivot for tilting having stand arrangement. Both bin shall be

covered with SS sheet. Dust shall be having chemical resistant, blended

with stabilizers, Anti Corrosive, Anti Acidic, Non toxic and free from joints,

welds or rims; open from either side for easy garbage drop even from

distance, Dustbin shall be as per approved and seperate Dustbin for Dry

and wet Waste shallbe provided( Green and Blue Colour Demarcation on

it) (CG Road Approved Rate)

63 Providing and making Tree pit. It includes excavation upto 600 mm depth No 844.87

including removal of the debris, Size of the pit is 1000 mm dia. Hume pipe

of 900 mm dia NP2 class with 500 mm height to be placed in the

excavated pit and outside area of the Hume pipe to be filled with the good

quality earth completed as directed by Engineer-in-Charge. Hume pipe

shall be filled with the garden soil,( 10Kg/ per Tree pit of Vermi Compost

16 or mixture of decade neem cake and tobaco powder). upto required

depth and remaining bottom part shall be filled with good soil completed

as directed by Engineer-in- Charge. Rate includes rate of hume pipe,

garden soil with Vermi Compost or mixture of decade neem cake and

tobaco powder , good soil etc.(CG Road Approved Rate)

64 Providing and fixing tree guard, fabricated from 25 x 25 x 3 mm MS angle No 2131.91

and 32 x 32 mm of 3.2 mm thick MS weld mesh as per drawing and

details. Necessary provisions for the anchoring to floor shall be made in

the tree guard. Tree guard shall be painted with 1 coat of epoxy primer of

50 to 60 micron DFT (dry film thickness) and 2 top coats of Metal PU Paint

23 of having DFT 40 to 50 micron of approved shade of MRF or equivalent

paint as per manufacture’s specification over all the surfaces or as

specified in the drawing as per the shade approved as per the drawing and

specification. The rate shall also include the fixing of necessary name

plate. (Sample to be approved) (CG ROAD Approved Rate)

65 Providing and fixing 75 mm thick Tree Grating 950*950*75 mm as per No 836.61

design and drawing. The rate shall be inclusive of providing and laying

to 80 mm thick average bedding layer of coarse sand below tree grating as

per required grading and specification. The centre of the grating to be

same as the centre of the tree trunk. The grating to be 8 pieces as per

drawing. The work of the grating blocks shall be executed in line and level

by skilled mason of flooring work only. (Sola Scienecity Road tender Rate)

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66 Paver Block Providing and laying, Dished Channel specified thickness, size, Rmt 907

grade of concrete and colour machine made and blasting by automatic

shot blasting machine and high density of as per approved sample of

approved make for suite drain besides paking area and other areas as

mentioned in the drawing. Including providing and laying 50 mm thick

average bedding layer of coarse sand below dished channel as per

required grading and specification. Laid dished channel shall be

1 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 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) 600 mm X 300 mm X 100 mm thick M-25

grade Grey dished curved channel

67 DWC Pipes Supplying and laying following sizes Double walled corrugated Rmt 267.86

HDPE pipes confirming IS 14930 Part 1 & Part 2 of approved make in open

/ concealed in manner including excavation and back filling (if required) as

per layout and drawing and re-filling the trenches etc. complete as

directed. (NP Class) 120 MM OD DWC Pipe(CG Road approved Rate)

68 Brick work using common burnt clay building bricks having crushing Cmt 2566.34

strength not less than 35kg./Sq.Cm. In foundation and plinth in Cement

Mortar 1:5. (1-Cement: 5 -fine sand)(B) Conventional

69 Providing 15mm thick cement plaster in single coat on Rough (Similar)side Smt 104.06

of single or half brick walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

70 P/L Reqady Mix controlled cement concrete M. 200 & curing complete, Cmt. 3980.17

0.5 excluding the cost of form work and reinforcement for reinforced

concrete work in

71 Providing, supplying and fixing Precast C.C. blocks (M-20) edge kerb Rmt 219.00

having size of 75 x 300 x 300 mm depth and as per design conveying it to

the site, jointing into C:M 1:3 and racking out the joints incl. necessary

excavation of asphalt, soil etc..completed.

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