Providing Supplying & Laying Wetmix at Drainage line & Water line Exacavation Area And Labour work of laying Hotmix Material Patch work at TP2 Area And Other Area in Ghatlodia ward North West Zone (ARC)

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-2 Area And

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

Sr. Quantity Item Description Rate Per Amoun

Extra rate over item of excavation of earth for

excavation of asphalt pavement of thickness up to

1 meter including demolishing the asphalt

carpet,metal,soiling etc.comp. with stacking the material

as directed. AMC SOR Year 2016 (As On website)

a 20.00 a) up to 0.20 meter thickness (By Manual) 80.00 smt

b)Up to 0.30 meter (By Breaker Machine including cost of

b 50.00 operator, fuel, & transportation etc complete. 200.00 smt

c) 0.30 meter & above (By Breaker Machine including

c 10.00 cost of operator, fuel, 350.00 smt

& 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 diversion & movement including cautionary board

2 50.00 etc. Item also includes for making temporary sufficient 90.00 Rmt

nos of lighting 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)

Box cutting the road surface to proper slope and camber

for making a base for road work including removing the

3 400.00 excavated stuff and depositing on the road side slope as 67.94 Cu.M

directed upto 50Mt.lead. (EXECUTED WITH MECHANISED

EFFORTS / MACHINARY) SOR -(Jan- 2021/22 AMC)

Conveyance charge of earth, lime, murrum,

buildingrubbish, manure, garbage, sludge, excavated

4 rock, fly ash,aggregates of any kind Including spreading &

levelling etc. complete.

Sta.5 5 SOR -(Jan- 2021/22 AMC)

a 10.00 a) Lead up to 3 Km. 42.97 CMT

b 10.00 b) Lead up to 4 Km. 50.98 CMT

c 10.00 c)Lead up to 5 Km. 58.71 CMT

d 10.00 d)Lead up to 10 Km. 87.96 CMT

e 500.00 e)Lead up to 15 Km. 117.21 CMT

Rolling of earthwork in layers with power roller including

5 200.00 filling in depressions which occur during the process. 12.50 Cmt

SOR ‐(Jan‐ 2021/22 AMC)

Watering of earth work as directed. SOR ‐(Jan‐ 2021/22

AMC) SOR ‐(Jan‐ 2021/22 AMC)

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

7 method with front end loader at OMC and compacting 738.00 Cmt

with vibratory roller to achieve the desired density,

complete as per Clause 401. For all grade SOR ‐(Jan‐

a 90.00 (A) Production & Supply of GSB (Natural) 704.00 Cmt

b 90.00 (B) Laying of GSB (Natural) 34.00 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

8 end loader at OMC and compacting with vibratory roller to 1467.00 Cmt

achieve the desired density, complete as per Clause

For all grade SOR ‐(Jan‐ 2021/22 AMC)

10.00 Production & Supply of GSB (Crusher Run) 1437.00 Cmt

10.00 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 mix plant carriage of mixed Material by tipper

9 to site, laying in uniform layers in sub‐ base / base course 1710.00 Cmt

on well prepared surface and compacting with vibratory

roller to achieve the desired density as per Codal

Provision. SOR ‐(Jan‐ 2021/22 AMC)

A 310.00 Production & Supply of WMM 1975.00 Cmt

B 310.00 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

10 1300.00 primer shall be sprayed uniformly at the rate of 0.70‐1.0 40.04 Smt

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 RS1 bitumen emulsion shall be

permitted. SOR ‐(Jan‐ 2021/22 AMC)

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 also rolling

with 8 ‐ 10 tonnes vibratory roller and Dust 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

complete SOR ‐(Jan‐ 2021/22 AMC)

Hiring of Tractor with trolley considering 8 Hrs. As

working Day hours inclu. Driver (GWSSB SOR‐2022‐23

Section‐2E‐ Miscellenous Item No.7) SOR ‐(Jan‐ 2021/22

BASIC RATES OF LABOUR

13 (R&B Building SOR Year 2024‐25)

A 40.00 (A) Labour charges ‐ Excavator (Item Code No.L012) 566 NO

(B) Labour charges ‐ Mazdoor (Female) (Item Code

(C) Labour charges ‐ Mazdoor (Male) (Item Code

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type work &

also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel

and operating charges and stacking of useful & non-

14 18.00 useful materials separately up to store. (No payment 600.00 hr

should be allowed for non working condition of

machinery and for pipe line excavation and laying

work) ( Based on Previously approved rate by C E sir

) SOR ‐(Jan‐‐ 2021/22 AMC)

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

15 17.00 the road should not be disturbed. The work of removal of 113.39 Rmt

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 charge.

SOR ‐(Jan‐ 2021/22 AMC)