Providing & Laying Short Blast Paver Block Paving at Western Prime to Jagatpur Cross Road & Diff Places At Chandlodiya ward in NWZ

Name of Work :- Providing & Laying Short Blast Paver Block Paving at Western Prime to Jagatpur Cross Road & Diff

Places At Chandlodiya ward in NWZ

Sr. Quantity Item Per Rate Amount

Dismantling the following including loading, unloading and disposal of

1 unserviceable materialfor alllead oras directedby Engineer-In-Charge and

stacking the serviceable material and backfilling the resulting trenches and pits

a 500.00 central verge -kerb stone (Law garden Rate) Rmt 44.49

Dismantling tiled or stone floors laid in mortar including stacking of

serviceable materialand disposalof uservicalblematerial withall lead and

lifts.(R&B SOR 2023-24 ITEM CODE 20005 Item no.as per NBO 20.23)

Demolition &disposal ofunservisable materialwith alllead andlift

c 100.00 forunreinforeced/Lime concrete. (R&B SOR 2023-24 ITEM CODE 20001B Item Cmt 603.23

no.as per NBO 20.1)

Demolition ofbrick work& stone masonry including stackingof serviceable

materials and disposal of unserviceable materials with all lead and lift (1) In

cement mortar.(R&B SOR23-24 ITEM CODE 20003B Item no.as per NBO 20.11)

Demolition including stacking of serviceable materials and disposal of

e 100.00 unserviceable materialswith alllead and lift. (I) R.C.C work.(R&B SOR 2023- Cu.m 1047.38

24 ITEM CODE 20002 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,

2 metal,s oiling/cutting Reinforcementetc.comp. with stackingthe material as

directed. (Based on Previously approved rate by C E sir -ref. amc drainage sor

a 2000.00 up to 0.20 meter thickness (By Manual) Smt 71.10

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

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

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

c 1500.00 including cost of operator, fuel, & transportation etc complete. Smt 311.08

Box cutting the road surface to proper slope and camber for making a base for

road work including removing the excavated stuff and depositing on the road

side slope as directed 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 charges and stacking of useful and non useful materials

separately up to store.(No payment should be allowed for non working

condition of machinery and for pipe line excavation and laying work)

To provide tractor with hydraulic trolley, driver with fuel, to carry out different

5 works during day /night for Hrs. shift. Work shallbe carried out as per

theinstructions of engineer 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

6 theroad site. Rate 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 no.5

a 91 a) Lead up to 1 Km. Cmt 46.83

b 100.00 b) Lead From 1Km to 2 Km. Cmt 60.69

c 150.00 c) Lead From 2 Km to 3 Km. Cmt 74.49

d 345.00 d) Lead From 3 Km to 4 Km. Cmt 87.72

e 345.00 e) Lead From 4 Km to 5 Km. Cmt 100.44

f 345.00 f) Lead From 5 Km to 10 Km. Cmt 146.74

g 1725.00 g) Lead From 10 Km to 15 Km. Cmt 187.74

h 862.50 h) Lead From 15 Km to 25 Km. Cmt 224.99

Construction ofgranular Subbase usingcrusher run, spreadingin uniform

layers with motor grader on prepared surface mixing by mix in place method

7 with front end loader at OMC and compacting with vibratory roller to achieve Cmt 1793.00

the desired density, complete as per tender specification. For all

grade. (Road project Approved Rate )

a 25.00 Production & Supply of GSB (Crusher Run) Cmt 1763.00

b 25.00 Laying of GSB (Crusher Run) Cmt 30.00

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 287.50 Production & Supply of WMM cmt 1975.00

b 287.50 Laying of WMM cmt 35.00

Brick work using common burnt clay building bricks having crushing strength

not less than 35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5.(1-

Cement: 5 -fine sand)(B) 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 upto floor two level and finished

10 150.00 even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) (R & B Building Sqm 174.83

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

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth (R &B SOR 23-24 Item

No.as per NBO 5.3.3, Item Code 05004A )

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6-

hand broken stone aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth (R &B SOR 23-24 Item

No.as per NBO 5.3.2, Item Code 05003A )

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

13 50.00 to be as per table 600-1, cement content not to be less than 150 kg/ cum, Cum 2654.08

optimum moisture content to be determined during 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

14 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.

a 150.00 Concrete of M 15 grade (R & B SOR 23-24 IC: 5054 Page 66) Cmt 3790.21

b 100.00 Concrete of M 20 grade (R & B SOR 23-24 IC: 5055 Page 66) Cmt 4793.10

c 25.00 Concrete of M 25 grade (R & B SOR 23-24 IC: 5056 Page 67) Cmt 4853.56

d 10.00 Concrete of M 30 grade (R & B SOR 23-24 IC: 5057 Page 67) Cmt 5043.66

e 10.00 Concrete of M 35 grade (R & B SOR 23-24 IC: 5057 Page 68) Cmt 5140.94

RCC NOSING Construction of bullnose by providing and laying M-20 grade of

concrete with fixing nominal steel a sper approved drawing. Cost shall be

inclusive of formwork, asphalt cutting, transportation. (road project tender

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

16 100.00 bending, binding and placing in position complete upto floor two level (R & B Kg 75.46

SOR 23-24 IC: 05014C Page 54)

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 supporting floor to ceiling not exceeding 4 M.

and removal of 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 requirement. The rate including all

machinaries, labor, loading, unloading, transportaion etc complete as per

direction given by engineer in charge.

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

& finished ot good incl. all labour charges etc. comp.as directed.

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

20 Directed. (Rates are based on Central Store circular no. 01/2025-26 Dt.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :

728mm ø & 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

a 50.00 fitted with plastic cups. Frame : 560 mm ø clear opening, outer size- Set 6165.25

888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat

should be well embed in concrete to protect the edges of frame. FRC E.H.D.-

35 manhole cover & frame described as above

( Only Cover ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers &

b 50.00 Frame- 560mm ø clear opening, The dimension of frame and cover as No 3885.59

( Only Frame ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers &

c 50.00 Frame- 560mm ø clear opening, The dimension of frame and cover as No 3029.66

21 F.R.C. Heavy Duty [HD-20] Machinehole

(SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers &

A 50.00 Frames- 560mm ø clear opening, The dimension of frame and cover as Set 5889.83

per mentioned in Amend No.1 to IS 12592 : 2002 table

(Only Cover) F.R.C. Heavy Duty [HD-20] Machinehole Covers &

B 50.00 Frames- 560mm ø clear opening, The dimension of frame and cover as per No 3177.97

mentioned in Amend No.1 to IS 12592 : 2002 table 1 (Only Cover)

(Only Frame ) F.R.C. Heavy Duty [HD-20] Machinehole Covers &

C 50.00 Frames- 560mm ø clear opening, The dimension of frame and cover as No 3029.66

per mentioned in Amend No.1 to IS 12592 : 2002 table 1 (Only Frame )

22 F.R.C. Medium Duty [MD-10] Machine hole

(SET cover and frame) F.R.C. Medium Duty [MD-10] Machinehole Covers &

Frames- 560mm ø clear opening, The dimension of frame and cover as

per mentioned in Amend No.1 to IS 12592 : 2002 table 1 (SET cover and frame)

(Only Cover ) F.R.C. Medium Duty [MD-10] Machinehole Covers &

B 50.00 Frames- 560mm ø clear opening, The dimension of frame and cover as No. 2224.58

per mentioned in Amend No.1 to IS 12592 : 2002 table

(Only Frame ) F.R.C. Medium Duty [MD-10] Machinehole Covers &

C 50.00 Frames- 560mm ø clear opening, The dimension of frame and cover as No 2076.27

per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Strom water Grating Set Grating (jali) 740 x 740 X 90 mm Square Jali.

20.00 MT Load Design , 90 X2 mm MS Flat Around, Frame : 600 X 600 mm clear

F.R.C. Strom water Grating Set Grating (jali) 690 x 690X 70 mm Square Jali.

20.00 MT Load Design , 70 X2 mm MS Flat Around, Frame : 600 X 600 mm clear

F.R.C. Strom water Grating Set Grating (jali) 620 x 620 X 75 mm Square Jali.

20.00 MT Load Design ,75 X1.2 mm MS Flat Around, Frame : 500 X

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

galvanizing shall be well embed in concrete to protect the 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 match exisisting road level in C.C. 1:2:4 and

finishing smooth, wateringand protectingfor 7 days etc. complete as per

instruction by engg. in charge. (Approved Rate -ref. amc drainage sor jan-2016

Carting andFixing M.H., Chamberor CatchpiteSeat andCover inline andlevel

tomatch exisistingroad levelin C.C. 1:2:4 and finishing smooth, watering

and protecting for 7 days 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 0.60 depth up to

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)

with outjali etc. comp. as directed. (As per R.A. Based on Drainage SOR 2015-16

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

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

27 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 200.00 (A) up to 0.15 mt. (@ Two Coarse) No. 721.60

b 100.00 (B) up to 0.35mt. (@ Four Coarse) No. 1144.00

c 50.00 (C) up to 0.65 mt. (@ Seven Coarse) No. 1768.00

d 50.00 (D) up to 0.90 mt. (@ Ten Coarse ) No. 2129.60

Repairing damaged I.C./ Raising 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

28 50.00 existing chambersheet cover, removingthe debris from chamber and Nos. 396.00

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

29 thixotropic repairmortar material, Layingof concretemade from special

bonding 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)

Supplying, labour for break down repairing work for activities like excavation,

30 disliting, removing debris from trench back filling etc. comp. as directed by

a 200.00 Mazdoor at day /Night No 500.50

b 20.00 Fitter at day / Night No 507.50

c 20.00 Makadam/ supervision at day / Night No 519.50

Excavation for pipe line trenches for sewerage line, manhole etc all with

shoring and struting if required as per required gardient and line including

31 safety provisions using site railes 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 10.00 In all sorts of soil and soft murrum Cmt 84.10

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

Manufacturing,Testing,Supplying,Loading,TransportingTo Work Site,

Unloading, LoweringIn Trenches, LayingAnd Jointing reinforced concrete

including Excavation non-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 no:10.1.D&10.2.A&11.B )

a 100.00 150mm Internal Dia Rmt 394.00

c 50.00 300mm Internal Dia Rmt 915.00

d 10.00 450mm Internal Dia Rmt 1604.00

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, 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 100.00 100 mm dia Rmt 182.00

b 50.00 150 mm dia Rmt 267.00

c 10.00 250 mm dia Rmt 535.00

Providing, layingand jointing in true line and level UPVC pipe (SCH-40) of

34 following dia. Including fittings of standard make as approved by Engineer-in-

charge. (R & B SOR23-24 Item Code 23061, 23062, 23064, 23065, page 170)

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

35 other required machinery etc. of following dia pipes at any convenient time. All

damaged work shall be well repaired as per instructions.

b 1.00 400 MM TO 600 MM DIA No. 2200.00

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

36 50.00 ofasphalt, fixingthe Kerbstones inline andlevel on5 cmthick sand bedding Rmt 431.96

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 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.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

38 1000.00 radius kerb, anglesand quadrantkerbs, dropletkerbs etc.complete asper Rmt 1061.61

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 approved rate)

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

39 2500.00 radius kerbs, angles and quadrant kerbs, droplet kerbs etc. complete as per Rmt 912.50

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 approved rate)

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

40 2500.00 mm thicksand bedding, levelling,watering andfixing inline &level as well Smt 69.33

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

41 2000.00 paving blocks shall beexecuted inline andlevel byskill masonof flooringwork Smt 381.30

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

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

42 7000.00 size of paver block with same specification shall be used at residue or at end. It Smt 1076.71

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-35 grade Grey

Paver block of size 200mm x 200mm.As per approved rate (Law

gardenIncudingLabourCess)

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. 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) 80 mm thick M-35 grade Grey

Paver block of size 200mm x 200mm. As per approved rate (Law garden

Incuding Labour Cess)

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

44 200.00 channel shall be mechanically compacted. The work of the dished channel shall RMT 907.00

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 grade M-20 with

45 nominal steel and wall thickness of 100mm. (RP Approved Extra Item Rate)

a 100.00 Outer Size 700X700 NO 794.64

b 100.00 Outer Size 900X900 NO 1121.00