Work of road reinstatement and patchwork at excavated location carried out for laying utility lines at various places in Bodakdev Ward of North West Zone. (ARC) (Reinvite)

Name of Work : Work of road reinstatement and patchwork at excavated location carried

out for laying utility lines at various places in Bodakdev Ward of North West Zone. (ARC)

Sr. Rate Amount

Quantity Item Description Per

Box cutting the road surface to proper slope and

camber for making a base for road work

1 200 including removing the excavated stuff and 205.35 Cmt

depositing on the road side slope as directed

upto 200 Mt.lead

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

2 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 100 up to 0.20 meter thickness (By Manual) 71.10 Smt

0.20 to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including cost

of operator, fuel, & transportation etc

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including cost

of operator, fuel, & transportation etc

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

3 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 a) Lead up to 1 Km. 23.38 Cmt

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

C 1 c) Lead From 2 Km to 3 Km. 38.37 Cmt

D 1 d) Lead From 3 Km to 4 Km. 45.52 Cmt

E 50 e) Lead From 4 Km to 5 Km. 52.42 Cmt

F 800 f) Lead From 5 Km to 10 Km. 78.54 Cmt

G 200 g) Lead From 10 Km to 15 Km. 104.65 Cmt

H 10 h) Lead From 15 Km to 25 Km. 224.99 Cmt

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

4 loader at OMC and compacting with vibratory 1063.09 Cmt

roller to achieve the desired density, complete

as per tender specification For all grade.(RA

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

A 150 (A) Production & Supply of GSB (Natural) 1032.73 Cmt

B 150 (B) Laying of GSB (Natural) 30.36 Cmt

Construction of granular Sub base using crusher

run, spreading in uniform layers with motor

grader on prepared surface mixing by mix in

5 place method with front end loader at OMC 1793.00 Cmt

and compacting with vibratory roller to achieve

the desired density, complete as per tender

specification. For all grade. RA-3

Production & Supply of GSB (Crusher Run) RA-

B 350 Laying of GSB (Crusher Run) RA-3B 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

6 carriage of mixed Material by tipper to site, 2010.00 Cmt

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 500 Production & Supply of WMM 1975.00 Cmt

B 500 Laying of WMM 35.00 Cmt

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

7 50 useful & non-useful materials separately up to 535.71 Hour

store. (No payment should be allowed for non

working condition of machinery and for pipe

line excavation and laying work) (AMC Water

ARC SOR 15-16 It.No.24 pg.no.4 - 12% GST)

Hire charges for Tendon Road Roller as per site

8 20 requirment and directed by engineer incharge 555.08 Hour

(As per R&B sor 23-24)

Hiring of Tractor with trolley considering 8 hrs.

as working day hours incl. Driver (GWSSB SOR

22-23 It.No.7 pg.no.105 sec.2.E. mis)

Supplying, labour for excavation of all types of

soil at any depth including excavation of asphalt

pavement of any thickness, demolition of

10 brick work in CM of any proportion including

stacking of serviceable materials and disposal of

unserviceable material etc. comp. as directed.

Labour charges (As per AMC Finance dep.

Circular No.04 Dt.30/04/2025)

Supplying Electric Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for

11 15 non working condition of machinery and for 1071.42 Shift

pipe line excavation and M.H. work. Allowed

only for break down work) (AMC Drainage SOR

15-16 It.No.9 pg.no.7 - 12% GST)

Hiring of Three wheeler carrier (Chakado

Rickshaw)considering 10 hrs. as working day

hours incl. Driver (GWSSB SOR 22-23 It.No.7

pg.no.105 sec.2.E.mis)

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 roads etc. complete. (As

Per Road Tender)

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

Excavation for pipe line trenches for sewerage

line, manhole etc all with shoring and struting if

required as per required gardient and line

including safety provisions using site railes and

stacking excavated stuff including upto all

required lead cleaning the site etc. Complete for

all leads and strata as specified.

A Excavation upto 1.5mt depth

A-1 500 In all sorts of soil and soft murrum 84.10 Cmt

In hard murrum, boulders including macadam

B Excavation upto 1.5 to 3.0mt depth

B-1 200 In all sorts of soil and soft murrum 92.60 Cmt

In hard murrum, boulders including macadam