Construction of New Road, Regrade and Resurface work at different wards of North West Zone of AMC (ARC).

Name of Work :- Construction of New Road , Regrade and Resurface work at different wards of North

West Zone of AMC (ARC).

Sr. Item Rate Per Quantity Amount

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 (Law garden Rate) 44.49 Rmt 1000

Dismantling tiled or stone floors laid in mortar including

stacking of serviceable material and disposal of uservicalble material

with all lead and lifts.(R&B SOR 2023-24 ITEM CODE 20005 Item

no.as per NBO 20.23)

Demolition & disposal of unservisable material with all lead and lift

c for unreinforeced/Lime concrete. (R&B SOR 2023-24 ITEM CODE 603.23 Cmt 250

20001B Item no.as per NBO 20.1)

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.(R&B SOR23-24 ITEM CODE 20003B

Item no.as per NBO 20.11)

Demolition including stacking of serviceable materials and

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

work.(R&B SOR 2023-24 ITEM CODE 20002 Item no.as per NBO

Extra rate over item of excavation of earth for excavation of asphalt

pavement / RCC of thickness up to 0.20 meter including demolishing

2 the asphalt carpet, metal,s oiling/cutting Reinforcement etc.comp. with

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

a up to 0.20 meter thickness (By Manual) 71.10 Smt 10000

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

b machine including cost of operator, fuel, & transportation etc complete. 177.76 Smt 8000

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

c machine including cost of operator, fuel, & transportation etc complete. 311.08 Smt 7000

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 including cautionary board etc.

3 Item also includes for making temporary sufficient nos of lighting 79.99 Rmt 15000

arrangement through out 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)

Providing and erecting 2.00 metre high temporary barricading at

site; made of precated sheet/ MS panel with required MS fabrication

work with required civil work. Suitable arrangement shall be

made to fix the barricading to avoid from overturning by suitable

arrangement. Stability of baricadding shall be responsibility of

contractor. The work shall be executed as per drawing/ direction

of Engineer-in-Charge which includes writing and painting,

arrangement for traffic diversion such as traffic signals during

construction at site for day and night, glow lamps, reflective signs,

marking, flags, caution tape as directed by the Engineer-in-Charge. The

barricading provided shall be retained in position at site continuously

i/c shifting of barricading from one location to another location

as many times as required during the execution of the entire work

till its completion. Rate include its maintenance for damages,

4 painting, all incidentals, labour materials, equipments and shifting 1,064.35 Rmt 100

required to execute the job. The barricading shall not be

removed without prior approval of Engineerin-Charge. No extra

rental will be given to the contractor in case of any delays from

his part for construction or due to any valid time limit

(Note :- Procured quantity of barricading shall be approved by

the engineer in charge before procurement/ fabrication of

barricading and One time length of the procured barricading

shall be measured for payment. The rate include providing

barricading from start of work till completion of work i/c shifting.

The barricading provided shall remain to be the property of the

contractor on completion of the work). (Law garden)

Milling the existing bituminous pavement up to a depth of 50 mm by

milling machine in a single cutting depth, to make a uniform surface

without disturbing the base including diversion of traffic, removing milled

materials and disposal of milled material to an approved dumping yard

(within 12 km lead) including loading and unloading, all leads and lift,

fuel, lubricant charges etc complete.

Milling the existing bituminous pavement for a depth more than 50 mm

but up to 100 mm by milling machine in a single cutting depth to

make a uniform surface without disturbing the base including

diversion of traffic, removing milled materials and disposal of milled

6 material to an approved dumping yard (within 12 km lead) including 89.04 Smt 150000

loading and unloading, all leads and lift, fuel, lubricant charges etc

complete.(For every increase in 10mm milling depth beyond 50mm-

the rate will increase Rs.4.99 upto 100mm milling depth on

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

for road work or Excavation for all kinds of soil Earthwork in excavation

for all kind of soil by any means including getting out the excavated soil,

sorting and stacking of useful material, dressing of the sides, ramming

of bottom, and disposal of surplus excavated earth for upto 200 Mt.lead

area and lift any Depth etc complete as directed by engineer-in-charge.

(Law garden rate inculding Labour cess)

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

8 the road side slope as directed upto 50Mt.lead. (EXECUTED 205.35 Cmt. 500

WITH MANUAL LABOUR)(R&B SOR 23-24 ITEM CODE 26B008

Providing and supplying JCB machine on rental basis in 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 works during day / night for Hrs. shift. Work shall be

10 carried out as per the instructions of engineer in-charge. No extra 1,661.02 Shift 10

charged shall be paid for night shift. SOR 23-24: HO33

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. (R&B 2023-24 Statement No.5

(3.2.1.A.2. Earth) Page no.5

a a) Lead up to 1 Km. 46.83 Cmt 2200

b b) Lead From 1Km to 2 Km. 60.69 Cmt 2000

c c) Lead From 2 Km to 3 Km. 74.49 Cmt 3000

d d) Lead From 3 Km to 4 Km. 87.72 Cmt 5000

e e) Lead From 4 Km to 5 Km. 100.44 Cmt 5000

f f) Lead From 5 Km to 10 Km. 146.74 Cmt 36000

g g) Lead From 10 Km to 15 Km. 187.74 Cmt 2500

h h) Lead From 15 Km to 25 Km. 224.99 Cmt 800

Supplying of graded hand broken stone size of 90 mm to 127 mm

12 at site (Rubble or Spoul)(RA Approved St.Com.Res 983.93 Cmt 100

Labour charges for spreading the spouls 127 mm thick layer good earth

filling in voids correcting the grade & camber comp. with rolling,

13 watering, incl. preparing the surface by brushing for removing all loose or 26.79 Smt 500

dirts ect.comp. (RA Approved St.Com.Res No.189,Dt.19/05/2022)

Supply of graded machine cut black trap stone aggregate (metal) of

14 Sevaliya / Timba or equivalent quality metal of size 25 mm to 40 mm. 981.25 Cmt 100

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

Labour work for spreading the metal 85 mm thick in single layer,

incl. providing & applying bitumen for semi grouting 2.5 kgs/sqm. &

Providing & spreading the key black trap aggregate of good quality

15 on top at the rate of 158.39 Smt 500

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

10 tonne roller etc. comp. as directed.(RA Approved

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

Rolling of Earth Work in layers with power roller including

16 spreading of earthwork and filling in depressions which occurs during the 13.27 Cmt 9999

process.(R&B 23-24 ITEM CODE 26002A Page no.36)

Watering of Earth as Directed.(R&B 23-24 ITEM CODE 26003 Page

Collecting carting, stacking , spreading and levelling coarse sand in

150 mm thick compacted layer including watering up to OMC

,rolling and consolidation with power roller etc complete as directed.

Earthwork for embankment including breaking clods, dressing with all

19 lead and lift (excluding watering and consolidation) From Borrow area 249.07 Cmt 5000

with all lead and lifts.

Construction of granular Sub base by providing coarse graded

material , spreading in uniform layers with motor grader on prepared

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

20 and compacting with vibratory roller to achieve the desired 1,063.09 Cmt

density, complete as per tender specification For all grade.(RA

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

a (A) Production & Supply of GSB (Natural) 1,032.73 Cmt 100

b (B) Laying of GSB (Natural) 30.36 Cmt 100

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.(Approved Rate )

a Production & Supply of GSB (Crusher Run) 1,763.00 Cmt 16000

b Laying of GSB (Crusher Run) 30.00 Cmt 16000

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

22 site, laying in uniform layers in sub- base / base course on well 2,010.00 cmt

prepared surface and compacting with vibratory roller to achieve the

desired density as per Codal Provision.(Approved Rate )

a Production & Supply of WMM 1,975.00 cmt 27000

b Laying of WMM 35.00 cmt 27000

Providing and applying primer coat with cationic bitumen emulsion SS1

grade conforming to ASTM GRADE on prepared surface of wet mix

macadam including clearing of Wet mix macadam surface with air

compressor to remove all loose material other foreign material. The primer

23 shall be sprayed uniformly at the rate of 0.70-1.0 kg/sqm. It shall be 39.75 Smt 108000

applied by a self-propelled or towed bitumen pressure sprayer, equipped

for spraying the material uniformly at a specified rate. No dilution or

heating at site of SS1 bitumen emulsion shall be permitted.(Approved Rate

Providing & applying Tack coat with VG-30 Grade bitumen using

bitumen pressure distributor at the rate of 0.20-0.30 kg/sqm on the existing

bituminous surface cleaned with Air Compressor etc complete. For

D.B.M. or B.C.( Approved Rate )

Dense Graded Bituminous Macadam (Providing, Carting and laying of

dense bituminous macadam with 100-120 TPH batch type HMP producing

an average output of 75 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder VG-40 grade @ min

4.0% by weight of total mix, transporting the hot mix to work site, laying

with a self-propelled paving machine equipped with an electronic sensing

device to the required grade, level and alignment, rolling with 8-10 tonne

static weight or vibratory roller or with a pneumatic tyre roller of

25 to 15 tonne weight to achieve the desired compaction as per 3,107.00 MT

approved design mix . for Grading-I (37.5 mm nominal size) Note:- In

case the minimum binder content is reduced proportionately to

achieve the optimum binder content, then the amount/rate reduction

due to difference in binder content will be recovered from the DBM

item. Also no extra payment will be paid if the binder content will

be more than specified minimun binder content of 4.0%.(Approved Rate

b Producton of DBM as above (GRADE -I ) VG-40 2,693.00 MT 100

c Carting of DBM from Plant to Paver Site 139.00 MT 100

Only Laying of DBM using hydrostatic paver finisher with sensor control

to the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction as per

tender specification in all respects.

Dense Graded Bituminous Macadam (Providing, Carting and laying of

dense bituminous macadam with 100-120 TPH batch type HMP producing

an average output of 75 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder VG-40 grade @ min

4.5% by weight of total mix, transporting the hot mix to work site, laying

with a self-propelled paving machine equipped with an electronic sensing

device to the required grade, level and alignment, rolling with 8-10 tonne

static weight or vibratory roller or with a pneumatic tyre roller of

26 to 15 tonne weight to achieve the desired compaction as per 3,340.00 MT

approved design mix . for Grading II. (26.5 mm nominal size)Note:-

In case the minimum binder content is reduced proportionately to achieve

the optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the DBM item.

Also no extra payment will be paid if the binder content will be

more than specified minimun binder content of 4.5%..(Approved Rate )

b Producton of DBM as above (GRADE - II) VG-40 2,926.00 MT 14950

c Carting of DBM from Plant to Paver Site 139.00 MT 14950

Only Laying of DBM using hydrostatic paver finisher with sensor control

to the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction as per

tender specification in all respects.

Dense Graded Bituminous Macadam (Providing, Carting and laying of

dense bituminous macadam with 100-120 TPH batch type HMP producing

an average output of 75 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder VG-

30 grade @ min 4.0% by weight of total mix, transporting the hot

mix to work site, laying with a self-propelled paving machine

equipped with an electronic sensing device to the required grade,

level and alignment, rolling with 8-10 tonne static weight or vibratory

27 roller or with a pneumatic tyre roller of 12 to 15 tonne weight to achieve 3,063.00 MT

the desired compaction as per approved design mix .for Grading-

I (37.5 mm nominal size) Note:- In case the minimum binder

content is reduced proportionately to achieve the optimum binder

content, then the amount/rate reduction due to difference in binder

content will be recovered from the DBM item. Also no extra payment will

be paid if the binder content will be more than specified minimun binder

content of 4.0%.

b Producton of DBM as above (GRADE -I ) VG-30 2,649.00 MT 100

c Carting of DBM from Plant to Paver Site 139.00 MT 100

Only Laying of DBM using hydrostatic paver finisher with sensor control

to the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction as per

tender specification in all respects.

Dense Graded Bituminous Macadam (Providing, Carting and laying of

dense bituminous macadam with 100-120 TPH batch type HMP producing

an average output of 75 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder VG-30 grade @ min

4.5% by weight of total mix, transporting the hot mix to work site, laying

with a self-propelled paving machine equipped with an electronic sensing

device to the required grade, level and alignment, rolling with 8-10 tonne

static weight or vibratory roller or with a pneumatic tyre roller of

28 to 15 tonne weight to achieve the desired compaction as per 3,291.00 MT

approved design mix .for Grading- II. (26.5 mm nominal size) Note:-

In case the minimum binder content is reduced proportionately to achieve

the optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the DBM item.

Also no extra payment will be paid if the binder content will be

more than specified minimun binder content of 4.5%. .(Approved Rate )

b Producton of DBM as above (GRADE - II) VG-30 2,877.00 MT 100

c Carting of DBM from Plant to Paver Site 139.00 MT 100

Only Laying of DBM using hydrostatic paver finisher with sensor control

to the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction as per

tender specification in all respects.

Bituminous Concrete (Providing, Carting and laying of bituminous

concrete with 100-120 TPH batch type hot mix plant producing an average

output of 75 tonnes per hour using crushed aggregates of specified

grading, premixed with bituminous binder VG-40 @ min. 5.2 % of

mix, transporting the hot mix to work site, laying with a self-

propelled paving machine equipped with an electronic sensing device

to the required grade, level and alignment, rolling with 8-10 tonne

static weight or vibratory roller or with a pneumatic tyre roller of 12 to

29 15 tonne weight to achieve the desired compaction as per approved 3,667.00 MT

design mix. for Grading-I ( 19.0 mm nominal size ) Note:- In

case the minimum binder content is reduced proportionately to achieve the

optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the BC item. Also no

extra payment will be paid if the binder content will be more than

specified minimun binder content of 5.2%..(Approved Rate )

b Producton of BC as Above. VG-40 GRADE-I 3,253.00 MT 100

c Carting of BC from Plant to Paver Site. 139.00 MT 100

Only Laying of BC using hydrostatic paver finisher with sensor control to

the required grade, level and alignment, rolling with smooth wheeled,

d vibratory and tandem rollers to achieve the desired compaction as per 275.00 MT 100

tender specification complete in all respects.

Bituminous Concrete (Providing, Carting and laying of bituminous

concrete with 100-120 TPH batch type hot mix plant producing an average

output of 75 tonnes per hour using crushed aggregates of specified

grading, premixed with bituminous binder VG-40 @ min. 5.4 % of

mix, transporting the hot mix to work site, laying with a self-

propelled paving machine equipped with an electronic sensing device

to the required grade, level and alignment, rolling with 8-10 tonne

static weight or vibratory roller or with a pneumatic tyre roller of 12 to

30 15 tonne weight to achieve the desired compaction as per approved 3,709.00 MT

design mix. for Grading-II ( 13.2 mm nominal

size ) Note:- Note:- In case the minimum binder content is reduced

proportionately to achieve the optimum binder content, then the

amount/rate reduction due to difference in binder content will be

recovered from the BC item. Also no extra payment will be paid if the

binder content will be more than specified minimun binder content of

5.4%..(Approved Rate )

b Producton of BC as Above. VG-40 GRADE-II 3,295.00 MT 9500

c Carting of BC from Plant to Paver Site. 139.00 MT 9500

Only Laying of BC using hydrostatic paver finisher with sensor control to

the required grade, level and alignment, rolling with smooth wheeled,

d vibratory and tandem rollers to achieve the desired compaction as per 275.00 MT 9500

tender specification complete in all respects.

Bituminous Concrete (Providing, Carting and laying of bituminous

concrete with 100-120 TPH batch type hot mix plant producing an average

output of 75 tonnes per hour using crushed aggregates of specified

grading, premixed with bituminous binder VG-30 @ min. 5.2 % of

mix, transporting the hot mix to work site, laying with a self-

propelled paving machine equipped with an electronic sensing device

to the required grade, level and alignment, rolling with 8-10 tonne

static weight or vibratory roller or with a pneumatic tyre roller of 12 to

31 15 tonne weight to achieve the desired compaction as per approved 3,611.00 MT

design mix. for Grading-I ( 19.0 mm nominal size ) Note:- In case

the minimum binder content is reduced proportionately to achieve the

optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the BC item. Also no

extra payment will be paid if the binder content will be more than

specified minimun binder content of 5.2%. .(Approved Rate )

b Producton of BC as Above. VG-30 GRADE-I 3,197.00 MT 100

c Carting of BC from Plant to Paver Site. 139.00 MT 100

Only Laying of BC using hydrostatic paver finisher with sensor control to

the required grade, level and alignment, rolling with smooth wheeled,

d vibratory and tandem rollers to achieve the desired compaction as per 275.00 MT 100

tender specification complete in all respects.

Extra rate for usage of Polymer Modified Bitumen (PMB 76E-

10) in Bituminous Concrete

Bituminous Concrete (Providing, Carting and laying of bituminous

concrete with 100-120 TPH batch type hot mix plant producing an average

output of 75 tonnes per hour using crushed aggregates of specified

grading, premixed with bituminous binder VG-30 @ min. 5.4 % of

mix, transporting the hot mix to work site, laying with a self-

propelled paving machine equipped with an electronic sensing device

to the required grade, level and alignment, rolling with 8-10 tonne

static weight or vibratory roller or with a pneumatic tyre roller of 12 to

32 15 tonne weight to achieve the desired compaction as per approved 3,661.00 MT

design mix. for Grading- II (13.2 mm nominal size) Note:- In case

the minimum binder content is reduced proportionately to achieve the

optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the BC item. Also no

extra payment will be paid if the binder content will be more than

specified minimun binder content of 5.4%. .(Approved Rate )

b Producton of BC as Above. VG-30 GRADE-II 3,247.00 MT 5000

c Carting of BC from Plant to Paver Site. 139.00 MT 5000

Only Laying of BC using hydrostatic paver finisher with sensor control to

the required grade, level and alignment, rolling with smooth wheeled,

d vibratory and tandem rollers to achieve the desired compaction as per 275.00 MT 5000

tender specification complete in all respects.

Extra rate for usage of Polymer Modified Bitumen (PMB 76E-

10) in Bituminous Concrete

Providing and laying Asphalt painting on B.T. surface immediately after

laying work complete with all respect, using bitumen VG-30/40 @ rate of

5 kg/10 smt by Mechanical sprayer and spreading the stone dust on

prepared surface at the rate of 0.03 cum/10 smt. and rolling with smooth

wheeled and penumatic roller and brushing etc. comp..(Approved Rate )

Brick work using common burnt clay building bricks having crushing

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

34 Mortar 1:5.(1-Cement: 5 -fine sand)(B) Conventional.(R & B Building 4,011.66 Cum 250

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

35 and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) 174.83 Sqm 1000

(R & B Building Road Bridge SOR 23-24 Item Code 17002A,Item

No.as per NBO-17.6 page no.129 )

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) 3,790.21 Cmt 500

b Concrete of M 20 grade (R & B SOR 23-24 IC: 5055 Page 66) 4,793.10 Cmt 250

c Concrete of M 25 grade (R & B SOR 23-24 IC: 5056 Page 67) 4,853.56 Cmt 10

d Concrete of M 30 grade (R & B SOR 23-24 IC: 5057 Page 67) 5,043.66 Cmt 10

Construction of bullnose by providing and laying M-20 grade of concrete

37 with fixing nominal steel as per approved drawing. Cost shall be 4,883.04 Cmt 50

inclusive of formwork, asphalt cutting, transportation.

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

38 including bending, binding and placing in position complete upto floor 76.21 Kg 2000

two level (R & B SOR 23-24 IC: 05014C Page 54)

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

39 4 M. and removal of the same for in situ reinforced concrete and 171.68 Smt 500

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

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

Structural steel work - Fabrication works - with

paint Providing, fabricating, assembling, hoisting, erecting and fixing

in position structural steel work at all heights/ all levels/ all shapes

& sizes with all leads & lifts using any type of MS section like

rolled steel sections, hollow sections, plates, chequered plates, bar,

sheet, rod, threaded bolt, railing etc. all confirming to latest relevant IS

codes for the metal elements i.e. window grill, transom bar, bright bar

in wooden door - window frame, railings, gates, grills, bracings,

foundation plate & bolt, support at truss system, truss, purlin,

rafter ,cleat, platforms, brackets, fencing pole, signage pole,

service elements, Jali, clamp, logo etc. including straightening,

cutting, bending, embosing, bolting and welding, eatching (if

required) the members all as per structural drawings and as per detailed

specifications (for materials & workmanship) including profile

cutting, smooth grinding, machining of edges/ faces, necessary

welding (electric arc welding) for required weld lengths and sizes,

machine drilling of holes for joining/ anchoring/bolting, necessary

arrangements of templates to keep the foundation bolts in

position dry sanding, degreasing (wet cleaning) & preparation of

rust-free surface manually or mechanically, metal putty to make the

surface even and smooth, necessary scaffolding/ staging, anchor

fasteners,extra for bending elements for fixing etc

complete.( Law Garden Rate incuding Cess )

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 ø plain round bar for lifting the cover &

shall be fitted with plastic cups. On the upper periphery of frame 25 x

mm wide MS flat with hot dip galvanizing shall be well embed in concrete

to protect the edges of frame. Frame shall be fixed with cement mortar

or cement concrete as per site condition, as per drawing and as

directed by Engineer 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, watering and protecting

for 7 days etc. complete as per instruction by engg. in charge.

(Approved Rate )

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

43 comp. Directed. (Based on rate of central store circular 11/2023-24

F.R.C. Strom Water Grating Set:- Grating(Jali): 740 x 740 x 90mm square

jali, 20:00 MT load design, 90x2mm MS flat allround, Frame: 600 x

a 600mm clear opening, outer size- 900 x 900 x 165 mm. On the upper 5,372.40 Set 100

periphery of frame 25 x 3mm wide MS flat should be well embded in

concrete to protect the edges of frame

F.R.C. Strom Water Grating Set :Grating(Jali): 690 x 690 x 70mm

square jali, 20:00 MT load design, 70x2mm MS flat allround, Frame:

b 600 x 600mm clear opening, outer size- 800 x 800 x 120 mm. On the 4,923.60 Set 100

upper periphery offrame 25x3mm wide MS flat should be well embed in

concrete to protect the edges of frame.

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

frames Cover: 610mm Ø & 75mm thick circular cover, 20.00 MT

load design, 75x2mm MS flat allround, 16mm plain round bar for lifting

the cover & should be fitted with plastic cups.

F.R.C. Light Duty [LD-3.00] Chamber Set:- Cover: 680 x 530 x

35mm rectangular cover, 3:00 MT load design, 35x1.2mm MS flat

d allround, 6mm plain round bar for lifting the cover & should be fitted 1,931.60 Set 50

with plastic cups. Frame: outer Size - 790 x 640 x 85 mm. 600 x 450mm

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

Covers & Frame- 560mmø clear opening, The dimension of frame

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

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

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

line and level to match exisisting road level in C.C. 1:2:4 and

45 finishing smooth, watering and protecting for 7 days etc. complete as 746.59 No. 1000

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 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 out jali etc. comp. as directed.

Catch Pit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm

clear opening etc. comp.. As directed by Engineer-in-Charge and/or

his authorized representative.

a 20 MT Capacity 3,178.57 No. 600

b 35 MT Capacity 3,784.82 No. 200

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

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)

a (A) up to 0.15 mt. (@ Two Coarse) 721.60 No. 500

b (B) up to 0.35mt. (@ Four Coarse) 1,144.00 No. 1000

c (C) up to 0.65 mt. (@ Seven Coarse) 1,768.00 No. 200

d (D) up to 0.90 mt. (@ Ten Coarse ) 2,129.60 No. 100

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

49 C.I. steps and existing chamber sheet cover, removing the debris from 396.00 Nos. 200

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

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 using fibre reinforced thixotropic repair mortar material, 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.

Manufacturing,Testing,Supplying,Loading,Transporting To Work

Site, Unloading, Lowering In Trenches, Laying And Jointing R.C.C.,

Np-4 Class Pipes With socket and spigot joints as per IS 458-2003

Including EPDM Rubber ring etc. comp. As Directed by engineering in

charge.(GWSSB SOR 22-23 ITEM no:10.1.D &10.2.B & 11.B )

a) 300 mm internal diameter 1,264.00 Rmt 10

b) 450 mm internal diameter 2,467.00 Rmt 10

c) 600 mm internal diameter 3,382.00 Rmt 10

d) 900 mm internal diameter 7,337.00 Rmt 10

S.I.T.C. of (to level or slopes) reinforced concrete including Excavation

non-pressure pipes I.S. class NP3 of the following internal diameter with

52 collars and butt ends prepared for collar joints including testing of

joints complete. (GWSSB SOR 22-23 ITEM no:10.1.D &10.2.A & 11.B )

a 150mm Internal Dia 394.00 Rmt 200

c 300mm Internal Dia 915.00 Rmt 8000

d 450mm Internal Dia 1,604.00 Rmt 500

e 600mm Internal Dia 2,277.00 Rmt 10

f 900mm Internal Dia 4,130.00 Rmt 10

Providing and supplying, lowering, laying and jointing ISI mark only

standard length stoneware pipes of following class and diameter

including all taxes, insurance, transportation, freight charges, octroi,

53 inspection charges, 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

a 100 mm dia 182.00 Rmt 100

b 150 mm dia 267.00 Rmt 100

c 250 mm dia 535.00 Rmt 100

Providing, laying and jointing in true line and level UPVC pipe (SCH-

40) of following dia. Including fittings of standard make as approved by

Engineer-in-charge. (R & B SOR23-24 Item Code 23061, 23062,

DI to PVC connection Making/ Reparing Connection work for the

following dia. PVC pipe

a 50 mm dia 841.69 No. 10

b 75 mm dia 1006.12 No. 10

c 90 mm dia 2537.52 No. 10

Providing & laying approved make Double walled corrugated pipes

(DWC) of polyethylene(conforming to IS 14930 II )with necessary

56 connecting accessories of same material at required depth in existing

trench for laying of cable, below ground / road surface for enclosing cable

(Includes labour cess Law garden)

a 50 mm outer dia 62.62 Rmt 20

b 90 mm outer dia 95.95 Rmt 20

c 160 mm outer dia 313.10 Rmt 20

d 315 mm outer dia 979.70 Rmt 20

Drilling the road without breaking the road surface (Asphalt) for laying of

cable for feeding power supply by making up to following size of holes at

both ends complete. ( B) Up to 150 mm bore dia (Includes labour cess

Constructing Slab Type M.H. Chamber Of The Following Size

Including Excavation, Refilling, Brick Bats Cement Concrete (1:5:10)

of thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M., finished

15 mm thick cement plasterinside & outside (Only for shaft) In Cm

1:3, Finishing WithCement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe

CoatedSteps 35 Cm C/C At 35 Cm Staggered Masonary In Cm1:5,

58 Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering

& Reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm

dia.)But Excluding The Cost Of Manhole Seat Cover

Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length

should be parallel to the flow) , M.H.Chamber (P.H.E.) SmallSize, Item

No.239, Page No. 63)

1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia <=230 mm)

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.)(for

b pipe dia 11,395.54 No. 20

Constructing Slab type M.H. Chamber of the following size

including excavation, refilling, brick bats cement concrete (1:5:10) of

thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M., finished

mm thick cement plaster inside & outside (Only for shaft) in CM 1:3,

finishing withcement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps35

59 cm c/c at 35 cm staggered in masonary CM 1:5, RCCSlab in CC 1:1.5:3 of

thickness 23 C.M., including Cantering& reinforcement (double jalli at

C.M. c/c bothway 12mm dia.) but excluding the cost of Manhole seat

coveretc..completed. of Size 1.00 X 1.40 meter (Inside Clear,M.H. length

should be parallel to the flow, for pipe dia <=800 mm)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 10,177.68 No. 50

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19,258.04 No. 50

Manufacture,supply and delivery of Chemical fabicated RCC Precast

chambers with top Cover as per specification and darwing attached

with the tender documents for size as mentioned below.The

delivery of chambers with clamps,nuts,bolts and locking arrangement

60 (without lock) is to be made to GWSSB store or sites any where in

Gujarat.The rates includes all taxes,loading, carting,Unloading,

stacking,including taxes. (GWSSB SOR 22-23 , Section 2D,-

Chambers & manhole,Item 12 page no.103 )

a a)60*60*90 cm deep (suitable to 80 to 300 mm dia pipes) 3,054.00 No. 10

b b)Foot rests for above chambers 814.00 Pair 10

(suitable to 350 to 600 mm dia pipes)

d d)Foot rests for above chambers 1,729.00 Pair 10

e e)Rates for providing Top cover only

e.1 1.For 60 * 60 cms size chamber 1,018.00 No. 10

e.2 2.For 90*90 cms size chamber 1,831.00 No. 10

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

61 in line and level on 5 cm thick sand bedding with necessary 431.96 Rmt 50

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.

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 kerb like radius kerb, angles and quadrant

63 kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be 1,061.61 Rmt 5000

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 mm high median kerb.As per approved rate

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 kerb like radius kerbs, angles and quadrant

64 kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as 912.50 Rmt 20000

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)

375 mm high Footpath kerb.As per approved rate

Providing & laying Mountable type Central Verge including 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

65 including cost of material required for paint and all labourworketc 361.75 RMT 100

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

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

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 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 Project sor)

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

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

level as well cleaning the site etc.comp. as directed

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

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

68 in line and level by skill mason of flooring work only. It should be 383.04 Smt 100

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 5 cms thick sand bedding.

Paver Block 60 mm thick 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

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

69 with same specification shall be used at residue or at end. It should be laid 1,076.71 Smt 22000

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.As per approved rate (Law

garden Incuding Labour Cess)

Paver Block 80 mm thick 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

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. As

per approved rate (Law garden Incuding Labour

Providing and laying cement concrete tactile flag stone (for

vision impaired persons as per standards) of size 300 x 300 x 60mm

thick of 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

outdoor floors such as footpath, plaza, multi modals location etc.,

laid on 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, curing, finishing etc.

complete as per direction of Engineer-in-Charge. Sample shall be

approved by Engineer in charge. Law Garden Rate)

Transplantation of trees

Transplantation of trees with in a distance of all lead including

excavation around existing tree, pruning of branches, lifting, loading and

transportation of existing tree, digging pits for placing tree at new place,

adding manure, sand, fertilizer, hormones and bio fertilizer to it.

Levelled and neatly dressed and disposal of surplus materials from

old existing and new sites to designated place. Each tree should be

firmly secured to the stake so as to prevent excessive movement, flooding

72 with water, treatment of roots, rope and gunny bags as per direction of No

the Engineer in charge. T&P and all required materials shall be

arranged by the contractor and nothing extra shall be paid on this

account. Contractor shall take prior approval before execution.

Location of transplantation shall be as instructed by

Engineer in charge.

Law Garden Rate)

a Girth of trees upto 150cm. 10,273.37 No 50

b Girth of trees beyond 150cm 22,866.10 No 10

Soil Filling for

Gardening/Plantation Providing and laying good quality garden soil,

obtained from outside which can be useful for all plants as per

specification. Garden soil shall be mixture of 1 part Garden Sweet Soil

73 part Coco Peat: 1 part Well Rotted Organic Compost (1:1:1) including 898.90 Cmt 500

laying of soil in required quantity and in proper slope as mentioned

in drawing, watering, compacting and dressing etc. complete, as

directed in specifications and by engineer in charge.Law Garden Rate)

Providing and fixing Tree Guard with grey exposed finish in grade M-20

74 with nominal steel and wall thickness of 100mm. (Approved Extra Item

a Outer Size 700X700 794.64 NO 1000

b Outer Size 900X900 1,121.00 NO 1000

HUME PIPE FOR TREE PITProviding and fixing RCC NP3 class

hume pipe of 900mm internal dia. and required length in single piece or

two circular half for tree pit shall be placed in excavated pit as per drawing

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

material, labour for cutting, excavation, placing in position etc

complete.( Law Garden Rate)

FRP TREE PIT COVER

Providing and fixing solid tree pit cover around the tree pit, made of

FRP of size having approximate 1200mm outer dia and 750mm inner

dia and 40mm thickness with fixing arrangement with base structure

of approved make and shade, as per design intent including fixing as

per drawing etc. complete as directed by Engineer in charge. Sample

and mock-up shall be approved by architect before execution. Garden

Pre-cast concrete

kerb Providing & fixing M25 grade of concrete factory-made precast

exposed/ fair finish kerb stones of approved make and as per sample

approved of any sizes, any shape. Kerb shall have chamfered type/

pencil corner edges. Kerbs shall be fixed on the base PCC with

cement mortar 1:2 including flush pointing in CM (1:2) for all joints of

the kerbstones, curing, etc. complete. The rate shall also include erecting

and fixing in position all varieties/ shapes of kerbs (i.e. radius kerbs,

corner kerb, quadrant kerbs, drain out kerb, flat kerb, parking edge kerb,

ramp kerb etc) as per drawing. Precast kerb shall be protected

with good quality plastic sheet for protection against

bituminous/ concrete work. The rate shall include the joining,

curing, finishing, protection etc complete as directed by the

engineer in charge. Actual installed kerb volume shall be

measured in payment. Sample and Mock-up shall be carried out

as suggested by the Architect and as directed by the Engineer in

charge. Sample and mock shall not be payable if rejected. The

actual laid area shall be measured for payment without

any wastage. Base PCC, excavation (if

required) and other required civil work shall be paid in relevant items.

damaged block shall not be used in laying. ( Law Garden Rate )

MS Cylindrical Bollard/

delineators Providing and placing in position MS Bollard /

delineators of any size, any shape, in required thickness as

per drawing (factory made). Bollard/delineators shall be made of

MS section with base plate and bolts. Bollard/delineators shall be

finished with two or more coats of PU paint (min 60 DFT) of

approved make and shade over two coat of anti-corrosive epoxy

base primer, as per manufacturer's specification. Retro reflective

strips of approved make shall be fixed on bollard/delineators after

painting work as per

drawing. Bollard /delineators shall be fixed on concrete base with

required anchor fastener, bolts, other accessories etc with

required civil work. Rate shall be inclusive of all material (MS

work, PU paint, reflective tape, fastener, accessories etc) but

excluding the cost of required civil work (i.e. excavation, filling,

concrete base etc) as suggested by Engineer in charge. ( Law Garden

Pre cast Cylindrical

Bollard Providing, hoisting, and arranging in position exposed fair

finish, factory made pre-cast bollard of approximately size 800mm high

and 280mm Dia as per design intent, of approved make, made of

minimum M-30 grade reinforced cement concrete. The rate shall also

include for erecting and fixing the bollard in position as per drawing,

curing, finishing, cost of excavation, base PCC M15 grade and

finish good, rendering (if required), transportation, loading

and unloading charges, etc complete as directed by Engineer in

charge. Precast bollard shall be with provision with MS Hook & fixing

safety chain between two bollard. Weight of hook and chain shall be paid

in relevant tender items. Contractor shall submit methodology

for erection of bollard and get approved from Engineer in charge.

Location and type of each liffting hook shall be as per design intent

and approved from engineer incharge. Sample shall be approved by

Architect and Engineer in charge before mass production. Architect

reserves right to reject part or all work of sub standard or not in

confirmation to approved sample as per mock up. Sample and

mock shall not be payble if rejected or casted in other location (not in

scope of work area). ( Law Garden Rate )

Providing and fixing exposed finish bollard having concrete grade M-20

with nominal steel . The rate shall also include, Any Shape and Color

including in rate, for erecting and fixing the bollard in position as

per drawing, curing, finishing, cost of excavation, base PCC

M15 grade and finish good, rendering (if required),

transportation, loading and unloading charges, etc complete as

directed by Engineer in charge. Precast bollard shall be with

provision with MS Hook & fixing safety chain between two

bollard. Weight of hook and chain shall be paid in relevant tender

80 items. Contractor shall submit methodology for erection of bollard

and get approved from Engineer in charge. Location and type of each

liffting hook shall be as per design intent and approved from

engineer incharge. Sample shall be approved by Architect and

Engineer in charge before mass production. Architect reserves right to

reject part or all work of sub standard or not in confirmation to

approved sample as per mock up. Sample and mock shall not be payble

if rejected or casted in other location (not in scope of work area).

(Approved Extra Item Rate)

a RCC 300mm dia and 650mm height Cylindrical Bollard 1,668.00 NO 50

b RCC 900mm height and 250x250mm Bottom and 125X125mm Top 1,817.00 NO 50

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm

is excluding of surface applied glass bedsas per IRC:35-2015. The finished

surface to be level, uniform and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut patta. The white color

81 marking should provide liminance coefficinet on cemend road shalll 364.08 Smt 2000

be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the service life during the day time. The marking should

meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC

35-2015. Warranty for the Retro reflectivity should be two years. (R &

B SOR 23-24 Item code 26161 Page 99)

Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks

Raised 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 4280 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,

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

82 each side and the slope to the base shall be 35 +/- 5 degree.The strength of 323.00 Nos. 1500

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

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 23-24 Item No. 26162A, page 100)

Acrylic emulsion paint with primer - Exterior

grade Providing and applying 100% Acrylic Smooth exterior paint

with exterior primer of Two or more coats of paint including

required number of priming coat of exterior primer as per

manufacturer's specification of approved make and shade, having

VOC (Volatile Organic Compound) content less than 50 grams/ litre of

required shade over any surface etc complete for all floors all heights all

levels. (Law Garden Rate)

Enamel Paint on Metal

Surfaces Providing & applying minimum two coats of enamel paint

on all surfaces of existing metal element/ member including proper

surface preparation (i.e. sand papering to remove existing paint, rusting,

removing foreign matter, and making smooth, etc), metal putty (if

required), applying 2 coat zinc chromate yellow oxide primer and

minimum 2 coat of enamel paint of approved make, shade, finish

as per manufacturer's specification, all heights/ all levels/ all shapes &

84 sizes with all leads & lifts for existing work of any type of metal 139.08 Smt 1,000.00

section like rolled steel sections, hollow sections, plates,

chequered plates, bar, sheet, rod, threaded bolt etc. all confirming to

latest relevant IS codes for the metal elements i.e. railings, truss, purlin,

grill, pole, foundation plate & bolt, platforms, brackets, fencing pole,

electrical elements etc of glossy, matt finish, etc. complete. one side

plan/elevation area of the Painted metal elements shall be

measured for payment. (Law Garden Rate)

Providing and fixing RCC M-25 bench of size 1500X450X100 mm,

85 Height of 4500 mm with Kota as per 6,038.00 Nos. 10

drawing. (Approved Extra Item Rate)

Reuse of Milling Material for selected fill in Road works including loading

of milling material from stock pile, carting up to lead of 15 Km form

86 disposal site, unloading, spreading and grading to required line and 240.30 Cmt 50

levels but excluding rolling and watering.

Total Amount Rs.

Total Amount Rs.