Construction of R.C.C Road & Paver Block in Municipal Buildings, Aaganvadi, Rain basera, Comunity Halls in gota ward of N.W.Z of AMC (ARC).

NAME OF WORK: Construction of R.C.C Road & Paver Block in Municipal Buildings, Aaganvadi,

Rain basera, Comunity Halls in gota ward of N.W.Z of AMC (ARC).

It. No. Item Description Qty Unit figures

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 central verge -kerb stone 900 Rmt 8

Dismantling tiled or stone floors laid in mortar including

b stacking of serviceable material and disposal of uservicalble 2000 Smt 47.25

material with all lead and lifts. SOR 23-24 IT CD NO:20005

Demolition & disposal of unservisable material with all lead and

lift for unreinforeced concrete. SOR 23-24 IT CD NO:20001B

Demolition of brick work & stone masonry including stacking of

serviceable materials and disposal of unserviceable materials

with all lead and lift (1) In cement mortar. SOR 23-24 IT CD

Demolition including stacking of serviceable materials and

e disposal of unserviceable materials with all lead and lift. (I) 20 Cmt 1047.38

R.C.C work. SOR 23-24 IT CD NO:20002

Extra rate over item of excavation of earth for excavation of

asphalt pavement / RCC of thickness up to 0.20 meter

2 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 E sir )

a up to 0.20 meter thickness (By Manual) 300 Smt 71.1

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

b R.C.C.Cutter machine including cost of operator, fuel, & 2000 Smt 177.76

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, & 900 Smt 311.08

transportation etc complete.

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

manure, garbage, sludge, excavated rock, fly ash, aggregates

3 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. 60 Cmt 23.38

b b) Lead From 1Km to 2 Km. 60 Cmt 30.94

c c) Lead From 2 Km to 3 Km. 60 Cmt 38.37

d d) Lead From 3 Km to 4 Km. 60 Cmt 45.52

e e) Lead From 4 Km to 5 Km. 450 Cmt 52.42

f f) Lead From 5 Km to 10 Km. 450 Cmt 78.54

g g) Lead From 10 Km to 15 Km. 450 Cmt 104.65

h h) Lead From 15 Km to 25 Km. 60 Cmt 224.99

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix

4 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. (As Per Road Tender)

A Production & Supply of WMM 1800 Cmt 1,975.00

B Laying of WMM 1800 Cmt 35

Rolling of Earth Work in layers with power roller including

5 spreading of earthwork and filling in depressions which occurs 3600 smt 11.21

during the process.

Filling with out side good yellow earth/ marrum in plinth,

platform etc, in layers not exceeding 20 cm. in depth, including

breaking the clods, watering to optimum moisture content,

ramming and compacting by mechanical means of suitable

type of vibrator, including freight, transportation, loading,

6 unloading, screening, passes etc. all complete as instruction & 450 286.2 cmt

directions of the Engineer-in-charge (Consolidated

measurements of fill shall be paid for under this item). The

rates shall include for all leads and lifts including transporting

using mechanical / manual means within site area. SOR 23-24

Collecting carting, stacking , spreading and levelling coarse

sand in 200 mm thick compacted layer including watering up to

OMC ,rolling and onsolidation with power roller etc complete as

Repairing damaged M.H. and rasing M.H. up to road level incl.

removing damaged brick work and repairing by brick masonry

8 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 (A) up to 0.15 mt. (@ Two Coarse) 45 Nos. 728.82

b (B) up to 0.35mt. (@ Four Coarse) 15 Nos. 1,155.44

c (C) up to 0.65 mt. (@ Seven Coarse) 5 Nos. 1,786.49

d (D) up to 0.90 mt. (@ Ten Coarse ) 5 Nos. 2,150.90

Repairing damaged I.C./ Raising removing damaged brick

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

9 C.M. 1:3 and fixing C.I. steps and existing chamber sheet 25 Nos. 399.96

cover, removing the debris from chamber and carting the same

Raising of Existing manhole. Item includes, cutting of existing

road surround by Manhole by diamond cutter machine,

dismantling of road in confined area by breaker machine and

carting of dismantled 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

10 using fibre reinforced thixotropic repair mortar material, 10 Nos. 6,815.32

Laying of concrete made from special bonding chemical

flowable micro concrete material in desired thickness 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.

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

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

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers. 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 fitted with plastic cups.

Carting and Fixing M.H., Chamber or Catchpite Seat and

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

12 1:2:4 and finishing smooth, watering and protecting for 7 days 50 Nos. 746.59

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 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.

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 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

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

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

Pre cast concrete kerb Providing and fixing M25 Grade of

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

16 kerb like radius kerb, angles and quadrant kerbs, droplet kerbs 50 Rmt 1,061.61

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

Pre cast concrete kerb Providing and fixing M25 Grade of

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

17 kerb like radius kerbs, angles and quadrant kerbs, droplet 50 Rmt 912.5

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.

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and

15cm thick of M200 grade concret as per approved design and

including excavation for fixing in proper line and level,filling the

joint with C:M 1:3 (1cement:3fine sand) etc complete. SOR 23-

Supplying and fixing for central verge 230 mm L x 235 mm

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.

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 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.

Providing and laying of interlocking grey paver blocks of

high density 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

21 compacted. The work of the paving blocks shall be executed in 900 Smt 572

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.

Paver Block Providing and laying shot blasted Non -

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

22 mechanically compacted. The work of the paving blocks shall 25 Smt 669.65

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

Paver Block Providing and laying shot blasted Non -

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

23 mechanically compacted. The work of the paving blocks shall 25 Smt 758.93

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

Labour work of fixing kurb any design of central verge, (both

side) footpath kurb, items includes necessary excavation,

asphalt cutting of any thickness, erecting in line and position

24 and pointing with cement mortar (1:3), watering, etc complete, 25 Rmt 136.4

filling with zari along the side of the kurb, the kurb stone fix

prepared with bitumnious top surface, as directed by engineer

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

25 fine sand : 10- graded brick bat aggregates 40mm nominal 50 Cmt 2,492.51

size) and curing complete. SOR 23-24 IT NO 05006A

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

Coarse sand : 6- Hand broken stone aggregates 40mm

nominal size) and curing complete. SOR 23-24 IT NO

Ready mix concreteProviding 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.

A Concrete of M 15 grade (R & B SOR 23-24 IC: 5054 Page 66) 200 Cmt 3,790.21

B Concrete of M 20 grade (R & B SOR 23-24 IC: 5055 Page 66) 340 Cmt 4,793.10

C Concrete of M 25 grade (R & B SOR 23-24 IC: 5056 Page 67) 300 Cmt 4,853.56

D Concrete of M 30 grade (R & B SOR 23-24 IC: 5057 Page 67) 200 Cmt 5,043.66

E Concrete of M 35 grade (R & B SOR 23-24 IC: 5058 Page 68 200 Cmt 5,140.94

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)

Painting lines, deashes, arrows, letters etc on roads, Air fields

and like in two coats with road marking paint, brushing

including cleaning the surface of all dirt, dust and other foreign

latter. (i) Over 10cm in width SOR 23-24 IT CODE: 19025A

Painting lines, deashes, arrows, letters etc on roads, Air fields

and like in two coats with road marking paint, brushing

including cleaning the surface of all dirt, dust and other foreign

matter. (ii) Upto 10 cm in width SOR 23-24 IT CODE: 19025B

Supplying And Fixing Jumbo bollard swiss type Made out

of 1.5 cm crc sheet height 188 cms. Bottom dia

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.

RETRO –REFLECTORISEED TRAFFIC SIGN Regulatory /

Mandatory Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 60 cms Dia Circle as per design of IRC- 67-2012.

Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality

epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be

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

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

SOR IT CO:26094C

Facility Informatory Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms. rectangular as per design

of IRC- 7-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised with High Intensity

rismatic Grade retro refiectivesheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

33 35 x 35 x 3mm; painted with bestquality epoxy coatings in 2 Nos. 3951.1

black and white bends. The details of symbol for each board

shall be as per the instruction of engineer in charge. The fixing

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

each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting. SOR

Hazard Marker Sign :-Providing and fixing sign boards made

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 90x30 cms. rectangular as per design

of IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 1.8mtr long stand post of

x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

34 painted with bestquality epoxy coatings in black and white 2 Nos. 3630

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be

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

leg.including xcavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

SOR 23-24 IT CODE:26102C

Give Way Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long

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

required and frame fabricated from suitable size iron angle of

35 35 x 35 x 3mm; painted with bestquality epoxy coatings in 2 Nos. 5027

black and white bends. The details of symbol foreach board

shall be as per theinstruction of engineer in charge. The fixing

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

each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

SOR 23-24 IT NO:26097c

Providing and fixing Swiss type bollard made out of

1.5mm CRC sheet ,height 140cms,bottom dia

23cm,top dia 12cm with direction plate of 30 cm dia

fabricated necessary anchors as directed and also provide

36 through out lengh pipe of 25 NB for the strenthing of 2 Nos. 3696

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 M25 grade

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

Direction (Junction) Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 244x122 cms. rectangular as per

design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle 75 x 75 x 6mm /

65NBCircular MS Pipe as required and frame fabricated from

37 suitable size iron angle of 50x50x5mm; painted with bestquality 2 Nos. 21076.74

epoxy coatings in black and white bends. The details of symbol

for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x

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

etc.complete under the Supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting SOR 23-24 IT CODE 26098B

Providing TMT Bar FE500D reinforcement for R.C.C. Work

38 including bending,binding and placing in position complete 60000 Kg 75.46

upto floor two level SOR 23-24 IT NO :05014C

Providing and Casting in situ ordinary cement concrete

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

39 shuttering laying, vibrating, ramming and curing complete.(B) 20 Cmt 4399.29

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

10ton). SOR 23-24 IT NO :27014A

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

40 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

B Size : 1' x 1'(40 to 50 mm thick) 10 Rmt 103.52

Labour work for fixing interlocking blocks / any kind of

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

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

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 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

mm thick average bedding layer of coarse sand below dished

channel as per required grading and specification. Laid dished

42 channel shall be mechanically compacted. The work of the 600 Rmt 907

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

mm X 100 mm thick M-25 grade Grey dished curved

channel Make VYARA or Equivalent

Supply and installation of concrete bollard of size 300mm

diameter x 900mm height, constructed using M-30 concrete

and 4nos 8mm dia MS Fe500 reinforcement through the

section as directed by EIC including supply of all

C - Channel Bench :- Providing and fixing C - Channel Bench

made out of ISMC 200 and 0.9m height fixing with 8mm thick

44 base plate and seat. WPC plank (1.3 x 0.3 m), As per attached 1 Nos. 7990

drawing including , bolt , painting , fixing , hardware and labour

etc.complete & instructed by in charge Consultant.

Providing and fixing Tree Guard with grey exposed finish in

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

(Approved Extra Item Rate)

a Outer Size 700X700 50 NO. 794.64

b Outer Size 900X900 50 NO. 1121

Supplying F.R.P. catchpit cover along with frames 35T from

central store as clear opening size 600 mm X 600 mm, cover

size 690 mmX690mm X50 mm height, frame size 820mm

46 X820 mmX 110 mm height, granite finish in colour, uv 40 Nos. 8044

resistant, density 2.2, specific gravity-1.11, resin-polyster resin

etc. as per the approval of engineer-in-charge. Rate as per

central store approved tender rate

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil (R&B

SOR 2023-24 ITEM CODE 04001A Item no.as per NBO.)

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

Coarse aggregate : 8-Hand broken stone aggregates 40 mm

48 nominal size) and curing complete excluding formwork in (A) 50 Cmt 2653.67

Foundation and plinth.(R&B SOR 2023-24 ITEM CODE

05004A Item no.as per NBO 5.3.3 )

Providing formwork 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

the same for in situ reinforced concrete and plain concrete

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

Mass concrete. (R&B SOR 2023-24 ITEM CODE 09001AA

Item no.as per NBO 9.1 )

P/A Trimix with dewatering machine and floater machine on

50 constructed RCC work incl. cost of machine and labour etc 3000 Smt 54

compas directed. (Approved Rate)

Making 15 mm groove in RCC work on road and filling it with

51 polysulfied selant and finished it good incl. all labour charges 3000 Rmt 30

etc comp as directed. (Approved Rate)

Barricading the entire break down or excavated area on rental

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

52 including cautionary board etc. Item also includes for making 500 Rmt 79.99

temporary sufficient nos of lighting arrangement through out

the work with necessary required arrangement. The same shall

be removed after completion of work.

Providing and fixing cast iron manhole frame of weight 80 to

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, watering and protecting for 7 days etc. complete as

per instruction by engg. in charge.

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

Construction of granular Sub base using crusher run,

spreading in uniform layers with motor grader on

prepared surface mixing by mix in place method with

front end loader at OMC and compacting with vibratory

roller to achieve the desired density, complete as per

tender specification. For all grade.

Production & Supply of GSB (Crusher Run) 197 Cmt 1763.00

Laying of GSB (Crusher Run) 197 Cmt 30.00

Total Amount Rs.

Total Amount Rs.