Post DLP Rambasti

Name of Work :- Post DLP Renewal Maintenance of
Road from Parbuk to Rambasti
Estimated Cost :- Rs. 100.992 Lakhs

C P W D Code Para 81 C P W D -1
GOVERNMENT OF ARUNACHAL PRADESH
STATE : Arunachal Pradesh DIVISION : Roing Branch : RWD

ESTIMATE NO: YEAR : 2024 -25
Note : The entries against each item blow should be made in accordance with the classification
pescribed in Appendix No.4CPWD Code
Name of Work:-- Post DLP Renewal Maintenance of Road from Parbuk to Rambasti
Fund PMGSY PKG. NO. AR/15/03/047

Major Head Minor Head Detailed Head
Estimate framed by Er. O. Tatak Executive Engineer Rural Works Division, Roing.
of the probable cost of Rs 100.992 Lakhs Rupees One crore ninety Nine Thousands
Two hundred only
Project REPORT
This Preliminary estimated amounting to Rs 1,00,99,200.00 (Rupees One crore ninety nine
thousands two hundred )only has been framed to obtain Administrative approval and Expenditure
sanction from the competent authority for Post DLP Renewal Maintenance of Road from Parbuk to
Rambasti. ( 3.54 km )
The PMGSY road from Parbuk to Rambasti . ( 3.54 km ) was Sanctioned during the year of 2008 -
2009 ( Ph ix).Accordingly road was executed and completed during the year of 2011 -12 . As design
life of the road ten years has been over. Now lots of pot holes has been seen in the road. As a result
traffics playing through the road are facing lot of inconvenient . Other hand Local MLA and publics are
demanding to do maintenance works immediatly for smooth traffics play.
The following special maintenance work has been kept in the estimate after actual survey and
investigation at site:
1 Part I - Initial Rehabilitation ( I R ) cost. Rs 3189501.00
2 Part II - Running Maintenance (RM) Rs 2000000.00
3 Part III - Renewal Rs 4909652.00
4 Part IV - Emergency work Nil
The Project has been prepared as per the Standard specifications and norms and demand of the
concern authority.
Hence the Estimate is framed
As per Standard specifications follows by RWD/PWD AP.
Specifications has been followed base on SP: 20 2004 of Rural
1. Specifications
road Manual. Existing road carriage width 3.00 m and Road way
width 6.00 m.
2. Rates As per APSR 2021 of PMGSY
3. Method :- Contract /departmently
4. Cost :- Rs. 100.992 Lakhs
5. Time :- 2024-25
6. GST :- 18 %
7. CESS :- 1 %
7. Contingency Nil
P- 2
Abstract of Cost - Original Estimate
(C.P.W.D. Code, Para 330-332)
State : AP Division: Roing
Branch :- RWD Sub-Division: Roing
Name of work:- Post DLP Renewal Maintenance of Road from Parbuk to Rambasti
PKG. NO. AR/15/03/047
Amount with
Cess+GST
Item Sub - heads and Items of Quantity Rate Amount
Per (Rounded to Remarks
No. Work or No.
1000)
Rs. Rs. Rs.
(GENERAL ABSTRACT)
Initial Rehabilitation
1 3.540 Km 26,80,253.00 31,89,501.00
(Part-I)
Post DLP Routine

2 3.540 Km 20,00,000.00 20,00,000.00
Maintenance (Part-II)
3 Renewal (Part-III) 3.503 Km 41,25,758.00 49,09,652.00
Emergency/Special
4 NIL - -
Repair Works (Part-IV)
Sub-Total = 88,06,011.00 1,00,99,153.00 (A)
5 Add GSTIN on A @ 18% excl. PDLP Part-II (+) 12,25,082.00
6 Add Labour Cess on A @ 1% excl. PDLP Part-II (+) 68,060.00
Gross Total = 1,00,99,153.00 1,00,99,153.00
Say Gross Total Rs = 1,00,99,000.00
Junior Engineer Assistant Engineer Executive Engineer

RWD,Roing Ruaral Works Sub-Division Rural Works Division
Roing Roing
2
Standard Operating Procedure For
Rural Road Maintenance
Post Defect Liability Period Maintenance through eMARG
AT A GLANCE
Block : Roing Packae No
District : Lower Dibang Valley. PKG. NO. AR/15/03/047
Item no. items Details of measurement Qnty Unit
1 2 3 4 5
Part-I Initial Rehabilitation (SOP-RRM-PDLP-Emarg_Clause-2.4)

i). Improvement and construction of Culvert, protection works etc.
ii). Any other improvement required for road users , like Pot holes in pavement, shoulders
improvement etc
Part-II Post DLP Routine maintenance SOP-RRM-PDLP-Emarg_Clause-2.5)

It is carried out on regular basis to keep carriageway, shoulders, drains, cross-drainage works and other road
components in good condition throughout the year. These are generally small-scale works but are widely
dispersed and can be efficiently carried out using simple tools, equipment or manual methods.
Routine maintenance activities are further defined as either cyclic or reactive, although the distinction
between these terms is not always very clear.
Part-III Renewal (SOP-RRM-PDLP-Emarg_Clause-2.6)

Periodic renewal is planned in segments of the road, in such a manner that BT surface of every road of the
package can be renewed with same surfacing usually in first 3 or 4 years of completion of DLP.
Part-IV Emergency/ Special Repair works (SOP-RRM-PDLP-Emarg_Clause-2.7)

i. Clearing of landslides
ii. Repair/Reconstruction of damaged part of the road/ retaining/breast walls
iii. Repair/Reconstruction of damaged drains
Junior Engineer Assistant Engineer

RWD,Roing Ruaral Works Sub-Division
Roing
3
ABSTRACT OF COST - ORIGINAL ESTIMATE
Branch :- RWD Sub Division: Roing
PKG. NO. AR/15/03/047
Rate Amount
Slno Description of item Unit Quantity Remarks.
Rs. Rs.
1 2 3 4 5 6 7
1 Initial Rehabilitation (SOP-RRM-PDLP-Emarg_Clause-2.4)
SH-2: Other improvement works
1 Clearing and Grubbing Road Land . Clearing and
grubbing road land including uprooting wild
vegetation, grass, bushes, shrubs, saplings and
trees of girth upto 300 mm, removal of stumps of
such trees cut earlier and disposal of unserviceable
materials and stacking of serviceable material to
be used or auctioned, upto a lead of 1000 m Hac 1.05 77,149.00 SoR' 2021
73,407.94
including removal and disposal of top organic soil
not exceeding 150 mm in thickness as per
Technical Specification Clause 201.
(I) By Manual Means
A. In area of non-thorny jungle
2 Maintenance of Earthen Shoulder (filling with
fresh soil) Making up loss of material/irregularities
on shoulders to the design level by adding fresh
Sqm 10509.60 59.91 6,29,630.00 SoR' 2021
approved selected soil and compacting it with
appropriate equipment at OMC upto a lead of 1000
m as per technical specification Clause 1903
Maintenance of WBM
10 Maintenance of WBM Road (Maintenance of
WBM road including filling up of pot holes, ruts
and rectifying corrugated surface, damaged edges
and ravelling as per technical specification clause Sqm 5592.00 256.84 14,36,249.00 SoR' 2021
1906).
ADDITIONAL HAULAGE
a Loading and Unloading of Cement by Manual Means
(i) Loading of Cement by manual means including a MT 3.23 169.51 548.00 SoR 2021
lead upto 30 m
(ii) Unloading of Cement by manual means including
MT 3.23 169.51 548.00 SoR 2021
a lead upto 30 m
b Loading and Unloading of Sand, Shingle, Aggregate & boulder: by manual means
(i) Loading of Lime, Aggregate, Stone Boulder, Brick
Aggregate, Kankar, Building Rubbish, Crushed
Cum 643.50 132.05 84,974.00 SoR 2021
Slag, Stone for Masonry Work by manual means
including a lead upto 30 m
(ii) Unloading of Lime, Aggregate, Stone Boulder,
Brick Aggregate, Kankar, Building Rubbish,
Cum 643.50 66.03 42,490.00 SoR 2021
Crushed Slag, Stone for Masonry Work by manual
means including a lead upto 30 m
4
Rate Amount
Rs. Rs.
1 2 3 4 5 6 7
c Haulage of materials by tipper excluding cost of loading, unloading and stacking. (Cement & Steel)
Case-I : Surfaced Road (42 Km) MT 3.23 6.85 664.00 SoR 2021
d Haulage of materials by tipper excl cost of loading, unloading (Sand, Shingle, Aggregate & boulder)
Case-I : Surfaced Road (30 Km) MT 1414.46 6.85 2,90,672.00 SoR 2021
Case-III: Katcha Track and Track in River
MT 1414.46 16.59 1,17,329.00 SoR 2021
Bed/Nallah Bed and Choe Bed (5 Km)
Grand Total Rs 26,80,253.00

Roing
5
Part-II Post DLP Routine maintenance SOP-RRM-PDLP-Emarg_Clause-2.5)
PKG. NO. AR/15/03/047
Rate per Km for Before Renewal 6 m Flexible pavement T1 to T4

Post
Post DLP Cost in Post DLP Cost in Rate per Km in Percentage
DLP Length in Km
Lakh Rs. Rupees increased
Year
1 1.50 150000 3.540 42373
2 2.00 200000 3.540 56497
3 3.50 350000 3.540 98870
4 5.50 550000 3.540 155367
5 7.50 750000 3.540 211864
20.00 2000000 564971
Rate per Km for After Renewal 6 m Flexible pavement T1 to T4

Post
Post DLP Cost in Post DLP Cost in Rate per Km in Percentage
DLP Length in Km
Lakh Rs. Rupees decreased
Year
1 0.80691 80691 3.540 22794 0.462057336
2 1.19811 119811 3.540 33845 0.400947563
3 2.78382 278382 3.540 78639 0.204625409
4 4.77514 477514 3.540 134891 0.131790173
5 7.00262 700262 3.540 197814 0.066315205
16.5666 1656660 467983

Roing
6
PKG. NO. AR/15/03/047
Rate Amount
Rs. Rs.
1 2 3 4 5 6 7
SH: Periodical Renewal to existing bituminous surface
1 Providing and applying primer coat with
Bitumen emulsion (SS-1) on prepared
surface of granular base including cleaning
of road surface and spraying primer at the Sqm 10509.60 57.50 6,04,302.00 SoR' 2021
rate of 1.2-1.5 kg/sqm using mechanical
means as per Technical Specification
Clause 502
2 Tack coat with Bitumen emulsion (RS-1) Sqm 10509.60 13.63 1,43,246.00 SoR' 2021
3 Providing, laying and rolling of open-graded
premix carpet of 20 mm thickness
composed of 13.2 mm to 5.6 mm
aggregates either using penetration grade
bitumen or emulsion to required line, grade
and level to serve as wearing course on a
previously prepared base, including mixing Sqm 10509.60 184.04 19,34,187.00 SoR' 2021
in a suitable plant, laying and rolling with a
three wheel 80-100 kN static roller capacity,
finished to required level and grades to be
followed by seal coat of either Type A or
Type B or Type C as per Technical
Specification Clause 508.
4 Providing and laying seal coat sealing the
voids in a bituminous surface laid to the
specified levels, grade and cross fall using Sqm 10509.60 85.78 9,01,513.00 SoR' 2021
Type A, Type B and Type C as per
Technical Specification Clause 510
ADDITIONAL HAULAGE
Loading and Unloading of Sand & Aggregate by Manual Means:
4 Loading of Lime, Aggregate, Stone
Boulder, Brick Aggregate, Kankar,
Building Rubbish, Crushed Slag, Stone for Cum 392.22 132.05 51,792.00 SoR 2021
Masonry Work by manual means including
a lead upto 30 m
5 Unloading of Lime, Aggregate, Stone
Boulder, Brick Aggregate, Kankar,
Building Rubbish, Crushed Slag, Stone for Cum 392.22 66.03 25,898.00 SoR 2021
Masonry Work by manual means including
a lead upto 30 m
Loading and Unloading of Bitumen Drums by Manual Means:
6 Loading of Bitumen Drums by manual MT 42.88 198.35 8,505.00 SoR 2021
means including a lead upto 30 m
7 Unloading of Bitumen Drums by Manual MT 42.88 179.25 7,686.00 SoR 2021
Means including a lead upto 30 m
Haulage excluding Loading & Unloading of Sand & Aggregate:
8 Haulage of materials by tipper excluding cost of loading, unloading and
stacking ( aggregates)
7
Rate Amount
Rs. Rs.
1 2 3 4 5 6 7
Case-I : Surfaced Road (30 Km) t.km 862.88 6.85 1,77,322.00 SoR 2021
Case-III: Katcha Track and Track in River
t.km 862.88 16.59 71,576.00 SoR 2021
Bed/Nallah Bed and Choe Bed (5 Km)
Haulage excluding Loading & Unloading of Bitumen Drums:
9 Haulage of materials by tipper excluding cost of loading, unloading and
stacking
Case-I : Surfaced Road (680 Km) t.km 42.88 6.85 1,99,731.00 SoR 2021
Grand Total Rs 41,25,758.00

Roing
8
PKG. NO. AR/15/03/047
Rate Amount
Rs. Rs.
1 2 3 4 5 6 7
NIL
Grand Total Rs -

Roing
9
DETAILS OF MEASUREMENT
Block : Roing
Item
items Details of measurement Qnty Unit
no.
1 2 3 4 5
SH-2: Other improvement works

6 Clearing and Grubbing Road Land . (Clearing and grubbing road
land including uprooting rank vegetation, grass, bushes, shrubs,
saplings and trees girth up to 300 mm, removal of stumps of trees
cut earlier and disposal of unserviceable materials and stacking of
serviceable material to be used or auctioned up to a lead of 1000
metres including removal and disposal of top organic soil not
exceeding 150 mm in thickness.)
A. In area of light jungle
Total Length (=) 3540 m
Deduction
RCC bridge 10 m span , 1 Nos (-) 12 m

6 m span culvert 1 nos (-) 7.4 m
1.5 m span 6 Nos (-) 17.4 m
Net Length (=) 3503.2 m
2 x 1.50 x 3503.20 x 0.0001 = 1.05 Hac
8 Maintenance of Earthen Shoulder (filling with fresh soil) (Making

up loss of material/ irregularities on shoulder to the design level
by adding fresh approved soil and compacting it with appropriate
equipment.)
Total damage length = 2 x 1.50 x 3503.20 = 10509.60 Sqm
10 Maintenance of WBM Road (Maintenance of WBM road

including filling up of pot holes, ruts and rectifying corrugated
surface, damaged edges and ravelling as per technical
specification clause 1906).
Maintenance of WBM
Chainage (m) Length (m) Breadth (m) Nos
0 300 (=) 300.00 x 3.00 (=) 900.00 sqm
@ 40.00 % 360 sqm
300 700 (=) 400.00 x 3.00 (=) 1200 sqm
@ 30.00 % 360 sqm
700 1100 (=) 400.00 x 3.00 (=) 1200 sqm
@ 45.00 % 540 sqm
10
Block : Roing
Item
items Details of measurement Qnty Unit
no.
1 2 3 4 5
1100 2100 (=) 1000.00 x 3.00 (=) 3000 sqm

@ 40.00 % 1200 sqm
2100 3000 (=) 900.00 x 3.00 (=) 2700 sqm
@ 80.00 % 2160 sqm
3000 3540 (=) 540.00 x 3.00 (=) 1620 sqm
@ 60.00 % 972 sqm
Total 5592 sqm
SH : Improvement of existing damaged RCC Slab 6.00 m span at ch
Dismantling of existing structures like culverts, bridges, retaining walls and other structure
comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding
1 wherever necessary, sorting the dismantled material, disposal of unserviceable material and
stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification
Clause 202.
1 x 6.00 x 2.25 x 0.48 (=) 6.48 Cum
Providing and laying reinforced cement concrete in superstructure as per drawing and technical
2 specifications Clauses 800, 1205.4 and 1205.5
R.C.C M 25 (SUPERSTRUCTURE)
1 x 6.00 x 2.25 x 0.48 (=) 6.48 Cum
Providing and laying cement concrete wearing course M 30 grade including reinforcement
3 complete as per drawing and technical specifications Clauses 800 and 1206.3
1 x 6.00 x 5.1 x 0.075 (=) 2.295 Cum

Roing
11
Block : Roing
1 2 3 4 5
SH: Periodical Renewal to existing bituminous surface

1 Providing and applying primer coat with Bitumen emulsion (SS-1) on
prepared surface of granular base including cleaning of road surface and
spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per
Technical Specification Clause 502
Total damage length = 3503.2 x 3.00 = 10509.60 Sqm
2 Tack coat with Bitumen emulsion (RS-1)

3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness

composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen
or emulsion to required line, grade and level to serve as wearing course on a
previously prepared base, including mixing in a suitable plant, laying and rolling with a
three wheel 80-100 kN static roller capacity, finished to required level and grades to
be followed by seal coat of either Type A or Type B or Type C as per Technical

Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A, Type B and Type C as per
4 Technical Specification Clause 510
3503.2 x 3.00 = 10509.60 Sqm

Roing
12
Block :Dambuk PKG. NO. AR/15/03/047
District : Lower Dibang Valley.
1 2 3 4 5
NIL

Roing
13
THEORITICAL CONSUMTION STATEMENT
PKG. NO. AR/15/03/047
Stone
Steel Cement Sand Shingle Boulder
Sl. no. Item Qnty. Aggregate
(MT) (MT) (Cum) (Cum) (Cum)
(Cum)
RCC works
1 RCC grade M 25 6.48 cum 2.27 3.05 5.51
2 RCC Grade M30 ( Wearing coat) 2.30 cum 0.96 1.10 1.95
Qnty. = 3.23 4.15 7.46

In MT= 3.23 7.88 16.41

Roing
14
THEORITICAL CONSUMPTION OF MATERIALS
Maintenance of WBM
PKG. NO. AR/15/03/047
Sl.No. Item of work Qty in Stone Stone Binding
cum Aggregate Screening material
(53- 11.20 (cum) (cum)
22.4mm) in
cum
1 2 3 4 5 6

1 Maintenance of WBM Road (Maintenance of WBM road
including filling up of pot holes, ruts and rectifying
corrugated surface, damaged edges and ravelling as per 5592.00 508.87 123.02 44.74
technical specification clause 1906).
Total:- 508.87 123.02 44.74

in MT = 1119.52 270.65 73.37

Roing
15
THEORITICAL CONSUMPTION OF MATERIALS
Patch Repairs with open-graded Premix surfacing, 20mm
PKG. NO. AR/15/03/047
Crushed
Dense
stone
Bitumen
chipping Coarse sand
Sl.No. Item of work Qty Unit emulsion
(13.20- in Cum
(SS-1) in
5.6)mm in
MT
Cum
1 2 3 4 5 6 7

1 Prime Coat (Hign porosity) with Bitumen
emulsion (SS-1) 10509.60 Sqm 12.61 - -
2 Tack coat with Bitumen emulsion (RS-1)

10509.60 Sqm 3.15 - -
3 Providing, laying and rolling of open-graded

premix carpet of 20 mm thickness composed
of 13.2 mm to 5.6 mm aggregates either using
penetration grade bitumen or emulsion to
required line, grade and level to serve as
wearing course on a previously prepared base,
including mixing in a suitable plant, laying and 10509.60 Sqm 27.11 392.22 -
rolling with a three wheel 80-100 kN static roller
capacity, finished to required level and grades
to be followed by seal coat of either Type A or
Type B or Type C as per Technical
Providing and laying seal coat sealing the voids
in a bituminous surface laid to the specified
levels, grade and cross fall using Type A, Type 10509.60 Sqm 9.46 126.12
B and Type C as per Technical Specification
Clause 510
Total in cum: 42.88 392.22

in MT = 42.88 862.88

Roing
16

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Name of Work :- Post DLP Renewal Maintenance of

Road from Parbuk to Rambasti

Estimated Cost :- Rs. 100.992 Lakhs

STATE : Arunachal Pradesh DIVISION : Roing Branch : RWD

Fund PMGSY PKG. NO. AR/15/03/047

Post DLP Routine

3 Renewal (Part-III) 3.503 Km 41,25,758.00 49,09,652.00

Junior Engineer Assistant Engineer Executive Engineer

Part-I Initial Rehabilitation (SOP-RRM-PDLP-Emarg_Clause-2.4)

Part-II Post DLP Routine maintenance SOP-RRM-PDLP-Emarg_Clause-2.5)

Part-III Renewal (SOP-RRM-PDLP-Emarg_Clause-2.6)

Part-IV Emergency/ Special Repair works (SOP-RRM-PDLP-Emarg_Clause-2.7)

Junior Engineer Assistant Engineer

Junior Engineer Assistant Engineer

Rate per Km for Before Renewal 6 m Flexible pavement T1 to T4

Rate per Km for After Renewal 6 m Flexible pavement T1 to T4

Junior Engineer Assistant Engineer

Junior Engineer Assistant Engineer

Junior Engineer Assistant Engineer

Part-I Initial Rehabilitation (SOP-RRM-PDLP-Emarg_Clause-2.4)

SH-2: Other improvement works

RCC bridge 10 m span , 1 Nos (-) 12 m

8 Maintenance of Earthen Shoulder (filling with fresh soil) (Making

10 Maintenance of WBM Road (Maintenance of WBM road

1100 2100 (=) 1000.00 x 3.00 (=) 3000 sqm

1 x 6.00 x 5.1 x 0.075 (=) 2.295 Cum

Junior Engineer Assistant Engineer

Part-III Renewal (SOP-RRM-PDLP-Emarg_Clause-2.6)

SH: Periodical Renewal to existing bituminous surface

Total damage length = 3503.2 x 3.00 = 10509.60 Sqm

2 Tack coat with Bitumen emulsion (RS-1)

3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness

Total damage length = 3503.2 x 3.00 = 10509.60 Sqm

3503.2 x 3.00 = 10509.60 Sqm

Junior Engineer Assistant Engineer

Part-IV Emergency/ Special Repair works (SOP-RRM-PDLP-Emarg_Clause-2.7)

Junior Engineer Assistant Engineer

Qnty. = 3.23 4.15 7.46

Junior Engineer Assistant Engineer

Part-I Initial Rehabilitation (SOP-RRM-PDLP-Emarg_Clause-2.4)

Total:- 508.87 123.02 44.74

Junior Engineer Assistant Engineer

Part-III Renewal (SOP-RRM-PDLP-Emarg_Clause-2.6)

2 Tack coat with Bitumen emulsion (RS-1)

3 Providing, laying and rolling of open-graded

Total in cum: 42.88 392.22

Junior Engineer Assistant Engineer

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