Providing , Supplying and Laying Wetmix at Drainage line & Water line Exacavation Area And Labour work of laying Hotmix Material Patch work at TP Area And Other Area in Ghatlodia ward North West Zone. (A.R.C.)

Name of Work :- Providing , Supplying & Laying Wetmix at Drainage line & Water line

Exacavation Area And Labour work of laying Hotmix Material Patch work at TP Area And

Other Area in Ghatlodia ward North West Zone. (A.R.C.)

Sr. Quantity Item Description Rate Per Amount

Extra Rate Over Item of Excavation of Earth for

excavation of asphalt pavement / RCC of thickness up

1 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 E sir )

a 15.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

0.20 to 0.30 meter (By any type of Breaker Machine

b 150.00 or R.C.C.Cutter machine including cost of operator, 177.76 Smt

fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker Machine

c 10.60 or R.C.C.Cutter machine including cost of operator, 311.08 Smt

fuel, & transportation etc complete.

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

2 70.00 diversion & movement including cautionary board etc. 79.99 Rmt

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.

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 200 Mt.lead

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 10.00 Lead Up to 1 KM 256.16 Cmt

b 10.00 Lead Up to 1.5 KM 268.12 Cmt

c 10.00 Lead Up to 2 KM 278.18 Cmt

d 10.00 Lead Up to 2.5 KM 287.46 Cmt

e 1080.00 Lead Up to 3 KM 296.43 Cmt

Rolling of Earth Work in layers with power roller including

5 405.00 spreading of earthwork and filling in depressions which 13.27 Cmt

occurs during the process. SOR 23-24 IT NO 26002A

6 405.00 Watering of Earth as Directed. SOR 23-24 IT NO 26003 8.99 Cmt

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.

a 405.00 Production & Supply of GSB (Crusher Run) 1763.00 Cmt

b 405.00 Laying of GSB (Crusher Run) 30.00 Cmt

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical

8 mix plant carriage of mixed Material by tipper to site, 2010.00

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.

a 675.00 Production & Supply of WMM 1975.00 Cmt

b 675.00 Laying of WMM 35.00 Cmt

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 shall be sprayed uniformly at the

rate of 0.70-1.0 kg/sqm. It shall be 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. (As Per Road

Labour charges for hand laying hotmix material

DBM/BC on the road surface in line & level incl.

cleaning the surface with Air Compressor and if require re

carting material by JCB at necessory place of work

10 324.00 also rolling with 8-10 Tonnes Vibratory Roller and Dust 449.68 MT

spreading on BC after rolling, rate also includes re-

carting of Hotmix material from place of Work/AMC store

to Location of laying having narrow width like chawls,

poles, gamtal roads etc. complete. (As Per Road Tender)

Hiring of Tractor with trolley considering 8 Hrs. As

11 8.00 working Day hours inclu. Driver (GWSSB SOR-2022-23 2104.09 Day

Section-2E- Miscellenous Item No.7)

Providing and supplying of labour for necessary

manual excavation, cleaning, Shifting of Material Or any

other, or for any other work as directed by Engineer In

charge. The Rate includes Handcart with Mazdoor

32.00 Labour charges - Mazdoor 500.50 EACH

8.00 Labour charges - Supervision for Machinery 711.00 EACH

Providing & Supplying JCB Machine on rental basis

in case of emergency situation and break down type

work & also during unavoidable condition as per

13 24.00 instruction of Engg. In Charge, rate includes all nece. 600.00 Hour

Shifting, fuel and operating charges and stacking of

useful & non-useful materials separately up to store.

(As per previous tender Rates)

Bitumen Cutting Labour charge of cutting in

bituminous pavement. Cutting to be done with heavy

duty tandom cutting machine consist of diamond blade.

Minimum cutting depth shall be 75 mm from the finished

level. Cutting shall be perfeclty in line. The width and

depth of the removal of asphalt towards kerb stone

shall be as per the drawing. Bitumen shall be carefully

removed so that the the cutting edge towards the road

should not be disturbed. The work of removal of the

asphalt will be considered in this item as running

meter of the cutting done by machine. One cutting line

will be considered per length of the kerb stone. Bitumen

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

the instruction of the engineer in charge. Surroundings

shall be cleaned to the satisfaction of the engineer in