Providing Supplying & Laying Wetmix at Drainage line & Water line Exacavation Area And Labour work of laying Hotmix Material Patch work at TP 1 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-1 Area And

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

Sr. Quantity Item Description Rate in Rs. Per Amount in

Extra rate over item of excavation of earth for

excavation of asphalt pavement of thickness up to

0.20 meter including demolishing the asphalt

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

material as directed. AMC SOR Year 2016 (As On

a 30.00 a) up to 0.20 meter thickness (By Manual) 80.00 smt

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

b 50.00 of 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 etc. Item also includes for making

2 50.00 temporary sufficient nos of lighting arrangement 90.00 Rmt

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

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

3 400.00 road side slope as directed upto 50Mt.lead. 67.94 Cu.M

(EXECUTED WITH MECHANISED EFFORTS /

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

Conveyance charge of earth, lime, murrum,

buildingrubbish, manure, garbage, sludge, excavated

rock, fly ash,aggregates of any kind Including

4 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

5 200.00 including filling in depressions which occur during the 12.50 Cmt

process. 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

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

compacting with vibratory roller to achieve the desired

density, complete as per Clause 401. For all grade

SOR ‐(Jan‐ 2021/22 AMC)

a 100.00 (A) Production & Supply of GSB (Natural) 704.00 Cmt

b 100.00 (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

8 front end loader at OMC and compacting with vibratory 1467.00 Cmt

roller to achieve the desired density, complete as per

Clause 401. For all grade SOR ‐(Jan‐ 2021/22 AMC)

Production & Supply of GSB (Crusher Run)

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

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

base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as

per Codal Provision. SOR ‐(Jan‐ 2021/22 AMC)

A 300.00 Production & Supply of WMM 1975.00 Cmt

B 300.00 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

10 1400.00 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 RS1

bitumen emulsion shall be permitted. SOR ‐(Jan‐

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

11 144.00 spreading on BC after rolling, rate also includes 511.00 MT

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 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‐

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-useful materials separately up to store. (No

14 18.00 payment should be allowed for non working 600.00 hr

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

15 20.00 edge towards the road should not be disturbed. The 113.39 Rmt

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 charge. SOR ‐(Jan‐