Central verge and curbing repair, nosing repair and painting work on various main roads in Isanpur Ward South Zone

Name of Work: Central verge and curbing repair, nosing repair and painting work on

various main roads in Isanpur Ward South Zone

Name of Work: Central verge and curbing repair, nosing repair and painting work on

various main roads in Isanpur Ward South Zone

No. Quantity Item Unit Rate Amount

1 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 500.00 central verge -kerb stone Rmt 8.00

b 20.00 Dismantling tiled or stone floors laid in mortar including Smt 27.44

stacking of serviceable material and disposal of uservicalble

material with all lead and lifts.

c 20.00 Demolition & disposal of unservisable material with all lead Cmt 348.10

and lift for unreinforeced concrete. (AMC sor)

d 20.00 Demolition of brick work & stone masonry including stacking Cmt 314.50

of serviceable materials and disposal of unserviceable

materials with all lead and lift (1) In cement mortar.

e 20.00 Demolition including stacking of serviceable materials and Cmt 604.74

disposal of unserviceable materials with all lead and lift. (I)

2 - Extra Rate Over Item of Excavation of Earth for excavation of -

asphalt pavement / RCC of thickness up to 0.20 meter

including demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with stacking the

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

a 250.00 up to 0.20 meter thickness (By Manual) Smt 71.10

b 60.00 0.20 to 0.30 meter (By any type of Breaker Machine or Smt 177.76

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

transportation etc complete.

c 10.00 0.30 meter & above (By any type of Breaker Machine or Smt 311.08

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

transportation etc complete.

3 20.00 Barricading the entire break down or excavated area on rental Rmt 79.99

basis using wooden ballies / M.S.angles at max. 2.00 meter

centre to centre, C.G.I. Sheet, reflective paint / Board out side

to avoid accident & for smooth traffic diversion & movement

including cautionary board etc. Item also includes for making

temporary sufficient nos of lighting arrangement through out

the work with necessary required arrangement. The same

shall be removed after completion of work.

4 - Excavation for pipe line trenches for water supply, sewerage -

line, manhole etc. all with shoring and struting if required as

per required gradient and line including safety provisions using

site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified. In all sorts of soil and soft murrum.

150.00 0 to 1.5 meter depth. Cu.M 79.46

10.00 1.5 to 3 meter depth. Cu.M 87.50

5 - 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 complete. Internal conveyance above

50 mt done within the work site is not payable.

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

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

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

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

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

f 500.00 f) Lead From 5 Km to 10 Km. Cmt 78.54

6 - Supply of graded machine cut black trap stone aggregate Cmt 981.25 -

(metal) of Sevaliya / Timba or equivalent quality metal of size

7 - Labour work for spreading the metal 85 mm thick in single Smt 158.39 -

layer, incl. providing & applying bitumen for semi grouting

kgs/sqm. & Providing & spreading the key black trap

aggregate of good quality on top at the rate of 0.013 cmt. per

sq.m. of size 18 mm passing in 9.5 mm retain rolling with

tonne roller etc. comp. as directed.

8 - Supplying and Spreading good quality coarse sand free from Cmt 312.50 -

Impurities including Transporation to Site and labour cost for

Spreading etc. Comp. as directed.( Approved AMC rate)

9 - Rolling of Earth Work in layers with power roller including Cmt 11.16 -

spreading of earthwork and filling in depressions which occurs

during the process.

10 15.00 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Cmt 2,339.59

Coarse sand : 6- Hand broken stone aggregates 40mm nominal

size) and curing complete.(R & B SOR Item code 05003A, NBO

5.3.2 Page 73) Road Zonal tender 2022-23

11 - 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.

60.00 Production & Supply of WMM Cmt 1,708.13

60.00 Laying of WMM Cmt 31.25

12 60.00 Providing and Laying of Rubber Moulded Paver Block Smt 501.60

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 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 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.

13 20.00 Providing and laying of interlocking grey Paver Blocks of high Smt 572.00

density 80mm thick made from M-40 grade concrete using

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.

14 10.00 Paver Block Providing and laying shot blasted Non - Smt 669.65

interlocking, Paver 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.

15 10.00 Paver Block Providing and laying shot blasted Non - Smt 758.93

interlocking, Paver 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) 80 mm

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

16 200.00 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Rmt 431.96

Kerb Block for 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 productiona) Laying on 5 cm thick Sand Bedding

17 220.00 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Rmt 350.89

Kerb Block for Footpath in M-20 grade using 20 mm nominal

size black trap aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed finish/

formwork , mould with well equipped with vibratory system

for kerb stones of approved design including curing, etc.

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

rate shall also include necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm thick sand bedding with

necessary equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb stone

fixed with Bituminous concrete mixed in proper position as

directed by Engineer in change to form a portable mixture. In

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

for production. a) Laying on 5 cm thick Sand Bedding.

18 30.00 Pre Cast Concrete Kerb Providing and fixing M25 Grade of Rmt 1,061.61

concrete 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 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

19 60.00 Pre Cast Concrete Kerb Providing and fixing M25 Grade of Rmt 912.50

concrete 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.

20 20.00 Providing & laying Mountable type Central Verge including Rmt 361.75

casting of Kerb 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 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

21 50.00 Supplying and fixing for Central Verge 230 mm L x 235 mm Rmt 1,376.75

Width x 680 mm H Supplying & Fixing in M-20 grade using

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 charge to form a portable mixture.In

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

for production.

22 - Providing and setting 50 to 60 mm thick rouge Kotah Stone -

Water Table in line, level and in required gradient including

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 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.

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

23 250.00 Labour work for fixing Interlocking Blocks / any kind of Smt 68.64

pavement on up to 50 mm th sand bedding, levelling, watering

and fixing in line & level as well cleaning the site etc.comp. as

24 300.00 Labour work of fixing Kurb any design of central verge, (both Rmt 136.40

side) 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.

25 5.00 Brick work using common burnt clay building bricks having Cmt 2,566.34

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

and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

26 60.00 Providing 15mm thick Cement Plaster in single coat on Rough Smt 101.25

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

upto floor two level and finished even and smooth in (i)

Cement mortar 1:3 (1-cement:3-sand)

27 10.00 Providing TMT Bar FE500D reinforcement for R.C.C. Work Kg 63.10

including bending,binding and placing in position complete

upto floor two level

28 2.00 Providing and Casting in Situ ordinary cement concrete Cmt 3,672.30

M200 for R.C.C. Raft and cutt off walls including necessary

shuttering laying, vibrating, ramming and curing complete.(B)

Walls, fom top of foundation level upto floor two level (upto

29 - Providing & Supplying ISI Standard RCC Pipes (of sulphate -

resisting cement) in a standard lengths of following class & dia

meter suitable for socket-spigot type including all taxes

insurance, transporation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, staking etc complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes supplying RCC collar

for RCC pipes including taxes, carting, loading, unloading, etc

complete. Including labour work for lowering, laying, jointing,

RCC pipes in CM 1:1 1/2 of following diameters in proper

position, grade and alignent at all as directed by engineer in

charge. inlcuding conveyance from store to site of work labour

giving hydraulic testing and all necessary testing as per IS code

(RCC pipe Horizontal cast)

a) - 300 mm internal diameter Rmt 888.37 -

30 - Constructing Bombay Pattern Type Catch Pit of size 0.60 x Nos. 3,110.80 -

0.60 depth up 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

mm thick IPS flooring in the prop M15 at bottom and 15 mm

thick cement plaster inside the catch pit in the proportion of

CM (1:3) with out jali etc. comp. as directed.

31 - CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with Nos. 1,377.64 -

frame 600mm x 600mm clear opening etc. comp.. As directed

by engineer in charge.

32 - Providing and supplying and jointing ISI mark only standard -

length Stoneware Pipes of following class and diameter

including excavation for laying of pipes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

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

including labour work for lowering, laying, joiting with cement

mortar (1:1) proportion, proper postion, grade and alignment

and all level as directed by engineer in charge including store

to site of work jointing material etc complete

a 8.00 100 mm dia Rmt 165.52

b 8.00 150 mm dia Rmt 242.98

c 8.00 230 mm dia Rmt 400.54

33 - 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.

a 2.00 (A) up to 0.15 mt. (@ Two Coarse) Nos. 728.82

b 2.00 (B) up to 0.35mt. (@ Four Coarse) Nos. 1,155.44

34 - Providing F.R.C. MH Seat Cover incl. carting to the work site -

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

a - F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers. Cover : Nos. 1,368.75 -

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 fitted with plastic cups.

35 - Carting and Fixing M.H., Chamber or Catchpite Seat and Nos. 746.59 -

Cover in line and level to match exisisting road level in C.C.

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

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

supplied byA.M.C.(from any store)

36 15.00 Providing and fixing Swiss type Bollard made out of 1.5mm Nos. 3,696.00

CRC sheet, height 140 cms, bottom dia 23cm, top dia 12cm

with direction plate of 30 cm dia fabricated necessary

anchors as directed and also provide through out lengh pipe of

25 NB for the strenthing of bollard and reflectorised Micro

Prismatic Grade Sheet (Type-XI) and three yellow strip 6 Inches

wide of Type-XI Retro reflective Sheeting, fixing with P.C.C M-

25 grade concrete (Foundation size 30cm×30cm×35cm).

37 2.00 Supplying And Fixing Jumbo Bollard Swiss Type Made out Nos. 5,687.75

of 1.5 cm crc sheet height 188 cms. Bottom dia 30 cms.

Top dia 18cm. With direction plate of 45cm dia.

Fabricated as per attached drawing, pre treated with

phospheting process painted with apoxy coating

reflectorised with retro reflective sheetings specified by

M.O.R.T & H.'s latest specification.(B) High Intensity Grade.

38 70.00 P/L brickbats sand concrete (1:2) of one part of sand and two Cmt 350.00

part of old brickbats including spreading, laying, ramming,

watering and consolidation etccomplete as directed.

39 70.00 Supplying and fixing Nimbhada ladi 37 to 50 mm thick for Smt 265.00

walk-way, covering the activity of cavation,ramming, Laying on

sand bedding as per requirement tofix the Nibhada Stone in

Line & Level with cementpointing in cement mortar 1:2 etc

complete as directed.

40 700.00 Labour charge of cutting in bituminous pavement Cutting to Rmt 125.00

be done with heavy duty tandom cutting machine consist of

diamond blade. Minimum cutting depth shall be 75mm from

the finished level. Cutting shall be perfecty 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 no be

disturbed. The work of removal of the asphalt will be

considered in this item as running meter of the cutting done

by achine. One cutting line will be considered per length of the

41 7,000.00 Applying priming coat over old kerb surface after and Smt 19.46

including,preparing the surface with ready mixed priming

paint brushing red lead

42 7,000.00 Painting one coats (excluding priming coat) on previously Smt 32.34

painted steel and other metal surfacewith enamel paint,

brushing to give an ven shade including cleaning the

surface of all dirt, dust and other foreign matter. (R & B SOR

2021-22 Item No 19.11 page-178)

7,000.00 (A) Extra rate over item 1 for every subsequent coat Smt 30.00

of paint. R & B SOR 2021-22 Item No 19.15 page-178)

43 7,000.00 Painting Two Coats on divider and footpath curb surface / Smt 71.86

New Concrete Surface ( Painting two coats after filling the

surface with synthetic enamel paint in all shades on new

plastered concrete surfaces)

45 2,100.00 Scraping oil paint from steel and other Metal Surface and Smt 29.06

making the surface even ( with Hand scraping) bilding SOR

21-22 item code-20017

Contractor’s Quoted Rate: -

…………………………..% Below OR Above in words …………………………..……………

Net Quoted Tender Amount Rs. (Rupees …………………………………………………………………………..only)

Seal and Signature of the Bidder Addl. City Engineer

Date: (South Zone)