Abstract of Cost

for

Restoration of Shopian Bijbehara Road in Km 16th

by Way of RCC Jacketing

Amount
S.No. Description (in
lacs)
1 Temporary/ Permanent
Restoration of Shopian Bijbehara Road in Km 16th
by Way of RCC Jacketing 9.55

Total = 9.55
Add 1.5% for Work Charge & Contingencies = 0.14
Grand Total = 9.69
Say 9.70 Lacs

Asstt. Executive Engineer Executive Engineer

R&B Sub Division Zainapora R&B Division Shopian

Superintending Engineer Chief Engineer

R&B Circle Pulwama /Shopian PWD (R&B) Kashmir
 Detailed Estimate of Granular Sub - Base Course.
For
Construction of Road from Gattipora to Sanimarg via Zeerbuth
including
construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora
S.No. Item of work Unit Qty. Rate Amount
in
Supply and spreading of lacs.
RBM/GSB including all
carriages and consolidation
with PRR to required grades
levels and cross section
1 complete job.
GSB filling in Stretches/ Sunken
portions=1x150x4x.3=180 cum
1x100x4x(0.3+0.4)/2=140cum
1x125x4x.20= 100 cum
1x100x4x.30=120 cum
Cum 540 1000 540000
Total = 540000
Say = Rs. 5.40 Lacs

Assistant Executive Engineer Executive Engineer,

R&B Sub Division Zainapora R&B Division Shopian
 Detailed Estimate for GSB Filling
for
Construction of Road from Gattipora to Sanimarg via Zeerbuth
including
construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora

S. Rate Amount
Item of work Qty. Unit
No.
1 Supplying, stacking and laying of naturally
occouring gravel close graded maximum 75mm
granular sub base course nallah including
sorting, spreading to template, watering and
consolidation to required gradient and chmaber
with 80-100KN road all inclusive leads, lifts,
loading, unloading carrying of materilas from
nearest source to site of work complete finished
work to be measured.

KM 3-
2 1000 3.70 7400.00
30 1000
Total 7400.00
Add 5% curves 370.00
Total 7770.00 Cum 1000.00 7770000
Grand Total = 7770000
Say 77.70 Lacs
 Detailed Estimate for Providing and Laying of GSB Filling & G-I
For

Construction of Road from Gattipora to Sanimarg via Zeerbuth including

construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora

S. No. Amount
Particulars Unit Qty. Rate

1 Supply and stacking of GSB with

levelling watering completely with 8-
10 Ton capacity road roller . Cum 2970.00 650.00 1930500
1x 2000.00 x 5.50 x 0.30 = 3300Cum
@ 90% = 2970 Cum
2 Supply and stacking of stone aggregate
of 63-45mm size at site excl. carriage .

1x 2000.00 x 3.70 = 7400 Sqm @ Cum 435.00

824.18 394368
0.099 Cum/ Sqm = 732.6 Cum +10%

D/d 12.5% = 91.575 Cum

Net Qty = 824.175 Cum
3 Supply and stacking of stone screening
/ chipping 13.20mm size niminal size
type at site excl. Carriage.
492.50
Cum 104.90 56827
Vide 2 = 7400 Cum @ 0.0135/Cum = +10%
99.9 Cum
D/d 5% voids =4.995 Cum
Net Qty = 104.895 Cum
4 Supply and stacking of Morum at site
excl. Carriage
377.50
Vide 2 = 7400Cum @ 0.006/Cum = Cum 44.40 18437
+10%
44.4 Cum
Net Qty = 44.40Cum
5 Laying water bound macadam with
specified stone aggregate stone
screening & consolidation with P.R.R
with 8-10 ton capacity etc. complete
job . 389.50
Cum 555.00 237790
+10%
Vide 2 = 7400Cum @ 0.075/Cum =
555 Cum
Net Qty = 555Cum
6 Laying of RCC Spun pipes including
cushion complete job. Rft 96.00 350.00 33600
16" dia :- 12 No x 8 = 96 Rft
7 Carriage of different materials from
different sources upto site of work by
Mechanical Transport including
loading, unloading and stacking
complete.
a Stone aggregate from Wuyan avg.
lead 42 Kms 404.61
Cum 915.75 555782
+50%
Vide 2= 915.75 Cum
b Stone Sctreening from Pampore lead
40 Kms 345.67
Cum 124.87 64746
+50%
Vide 3=124.87 Cum
c Stone Dust / Morum screening from
Pampore lead 35 Kms. 404.61
Cum 44.40 26947
+50%
Vide 4=44.4 Cum
d RCC Pipes from Divisional Store to
site . Trip 2.00 4000.00 8000
12 No. Pipes = 2Trip
8 Add cost of pipes
16" x 12 No. No 12.00 5300.00 63600
Grand Total = 3390597
Say 33.91 Lacs

Assist. Executive Engineer Executive Engineer

PW(R&B) Sub Division Shopian PW(R&B) Division Shopain

Superintending Engineer
PW(R&B) Circle Pul/Spn Chief Engineer
HQ Pulwama PW(R&B) Kashmir
 Detailed Estimate for Providing and Laying of WBM Grade-III
for

Construction of Road from Gattipora to Sanimarg via Zeerbuth including

construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora
Amount
S. No. Particulars Unit Qty. Rate
1 Providing, laying, watering and
compacting with quarry stone aggregate
(53-22.40mm) and screening of size
11.20mm to specified lines, grades and
cross sections including supplying and
spreading stone dust including carriage
upto site of work complete 75mm thick.

Theru Wagay Mohalla:-

1x600x3.65 = 2190.00 Sqm
Dangerpora Bagandar:-
1x375x3.65 = 1369.00 Sqm
Yanihama allied links:-
1x350x3.65 = 1277.50 Sqm
Sonarpora Wahidpora:-
1x950x3.65 = 3467.00 Sqm
Takiabal Watalbagh:-
1x1100x3.65 = 4015.00 Sqm
Sonarpora Vovermohalla:-
1x900x3.65 = 3285.00 Sqm
Khranihma Curve
1x200x3.65 = 730.00 Sqm
Theru Harkar Mohalla:-
1x1850x3.65 = 6752.00 Sqm
School to Sonarpora:-
1x850x3.65 = 3102.00 Sqm
Naimatpora Wandhama:-
1x1750x3.65 = 6387.50 Sqm
Total = 32575.50 Sqm Sqm 32575.50 155.00 5049203
Say 50.49 Lacs

Assist. Executive Engineer Executive Engineer

PW(R&B) Sub Division Shopian PW(R&B) Division Shopain
Superintending Engineer Chief Engineer
PW(R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Detailed Estimate for Providing and Laying of WBM Grade-III
for

Construction of Road from Gattipora to Sanimarg via Zeerbuth including

construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora

S. No. Amount
Particulars Unit Qty. Rate
1 Providing, laying, watering and compacting
with quarry stone aggregate (53-22.40mm) and
screening of size 11.20mm to specified lines,
grades and cross sections including supplying
and spreading stone dust including carriage upto
site of work complete 75mm thick.

Theru Wagay Mohalla:-

1x600x3.65 = 2190.00 Sqm
Dangerpora Bagandar:-
1x375x3.65 = 1369.00 Sqm
Yanihama allied links:-
1x350x3.65 = 1277.50 Sqm
Sonarpora Wahidpora:-
1x950x3.65 = 3467.00 Sqm
Takiabal Watalbagh:-
1x1100x3.65 = 4015.00 Sqm
Sonarpora Vovermohalla:-
1x900x3.65 = 3285.00 Sqm
Khranihma Curve
1x200x3.65 = 730.00 Sqm
Theru Harkar Mohalla:-
1x1850x3.65 = 6752.00 Sqm
School to Sonarpora:-
1x850x3.65 = 3102.00 Sqm
Naimatpora Wandhama:-
1x1750x3.65 = 6387.50 Sqm
Total = 32575.50 Sqm Sqm 32575.50 170.00 5537835
Say 55.38 Lacs

Assist. Executive Engineer Executive Engineer

PW(R&B) Sub Division Shopian PW(R&B) Division Shopain

Superintending Engineer Chief Engineer

PW(R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Detailed Estimate For P/L WBM.
For
Construction of Road from Gattipora to Sanimarg via Zeerbuth including
construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora
S.No Item of Work Unit Qty Rate Amount
1 Providing and laying WBM with specified stone
aggrigates including stone secreening and stone
dust including consolidation with PRR to the
requaired gradient and camber including all
carriages complets. (63-45 mm size).75mm
Compacted Thickness.

1 2 1000 3.7 CUM 7400.00

Add 5% for Curves 370.00
Total 7770.00 2300.00 17871000
Say Rs 178.71 Lacs

Assist. Executive Engineer Executive Engineer

PW(R&B) Sub Division Shopian PW(R&B) Division Shopain

Superintending Engineer Chief Engineer

PW(R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Detailed Estimate for P/L of 25mm thick Semidense
for
Construction of Road from Gattipora to Sanimarg via Zeerbuth including
construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora
Rate
S. Amount
Item of work Qty. Unit
No.
1 Providing & laying of 25mm thick semidense
with bitumen of 60/70 grade @5% by weight of
total mix. on prepared surface with specified
graded stone aggregate, hot mixing of bitumen
with filler and stone agg. In hot mix plant ,
transporting the mixed material by tippers to
paver and laying the mixed material with Sensor
paver finisher fitted with electronic sensing
device to the required level and grade and rolling
with road rollers as per MORTH specifications to
achieve the desired density and compaction. Incl.
Seal Coat .

1 2 1000 3.7 7400.0

Add 5% for curves 370.0
Total 7770.0 Sqm 500.0 3885000
Grand Total = 3885000
Say 38.85 Lacs

Assistant Executive Engineer Executive Engineer

R&B Sub Division Shopian R&B Division Shopian

Superintending Engineer Chief Engineer

PW(R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Typical Estimate for Construction of 1 km R-Wall ( 3 m height)
(Kaccha/Paccha)
For

Construction of Road from Gattipora to Sanimarg via Zeerbuth including

construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora

S.No Particulars Unit Qty. Rate Amount

in Rs.
1 Earth work in excavation by mechanical
means in trenches for foundation, drains
and cables etc not exceeding 1.5mt, in
width and 10 Sqm on plan depth upto
1.5mtrs disposed earth to be leveled and Cum 169.60 312.00 52915
neatly dressed all kinds of soils.

1 x 100 x 2.12 x .80 =169.6 Cum

2 Providing and laying dry stone soling
including all. Cum 28.80 1030.00 29664
1 x 100x1.92x0.15=28.8Cum
3 Providing and laying in position cement
concrete of specified grade 1:4:8 mix in
foundation trenshes. Cum 97.50 5397.00 526208
1 x 65' x 3' x 0'-6" = 97.5 Cft Or
4 Providing Key in RR Masonary
Cum 46.25 7089.00 327866
100x1/2x1.85x0.5=46.25
5 Providing and laying in position cement
concrete of specified grade 1:3:6 mix .
1 x100(1.85+0.6/2)x5=612.5Cum
Deduct Dry RR Stone
Masonry=1x100x(1.85+0.6)/2x3=367.5cu
m
Net Cement Concrete=245Cum Cum 245.00 6195.00 1517775
6 Dry RR Quarry Stone
Masonry=1x100x(1.85+0.6)/2x3=367.5cu Cum 367.50 2181.75 801793
m
7 Back Filling behind R-Wall (Boulders)
Cum 300.00 1000.00 300000
5x100x0.6Sqm=300 Cum
Grand Total = 3556221
Rate per Rm = 35562

Assistant Executive Engineer Executive Engineer,

PW(R&B) Sub Division Shopian PW(R&B) Division Shopian

Superintending Engineer
Chief Engineer
PW(R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
Typical Estimate for Construction of 1KM B-Wall(Kaccha/Paccha)

For

Construction of Road from Gattipora to Sanimarg via Zeerbuth

including
construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora

S.No Particulars Unit Qty. Rate Amount

in
1 Earth work in excavation by mechanical Rs.
means in trenches for foundation,
drains and cables etc not exceeding
1.5mt, in width and 10 Sqm on plan
depth upto 1.5mtrs disposed earth to Cum 103.20 375.00 38700
be leveled and neatly dressed all kinds
of soils.

1 x 100 x 1.29 x .80 =103.2 Cum

2 Providing and laying dry stone soling
including all.
Cum 16.35 1000.00 16350
1 x 100x1.09x0.15=16.35 Cum
3 Providing and laying in position cement
concrete of specified grade 1:4:8 mix in
foundation trenshes. Cum 11.00 4513.56 49649
1 x 65' x 3' x 0'-6" = 97.5 Cft Or
4 Providing and laying in position cement
concrete of specified grade 1:3:6 mix .

1 x100(1.09+0.6/2)x2=169Cum

Deduct Dry RR Stone Masonry=1x100

x(1.09+0.6)/2x1.2=101.4cum

Net Cement Concrete=67.6Cum Cum 67.60 5376.31 363439

5 Dry RR Quarry Stone Masonry=1x100
x(1.09+0.6)/2x1.2=101.4cum Cum 101.40 2181.75 221229

6 Back Filling behind B-Wall (Boulders)

Cum 120.00 1000.00 120000
1x100x0.6x2 Sqm=120 Cum
Grand Total = 809367
 Rate per Rm = 8094

Assistant Executive Engineer Executive Engineer,

PW(R&B)Sub Division Shopian PW(R&B) Division Shopian

Superintending Engineer
Chief Engineer
PW(R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Typical Estimate for Construction of 300 M Plain Cement Concrete Drain.
For

Construction of Road from Gattipora to Sanimarg via Zeerbuth including

construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora

S.No Particulars Unit Qty. Rate Amount in

Rs.
1 Earth work in excavation by mechanical
means in trenches for foundation, drains
and cables etc not exceeding 1.5mt, in
width and 10 Sqm on plan depth upto
1.5mtrs disposed earth to be leveled and Cum 258.75 375.00 97031.25
neatly dressed all kinds of soils.

1 x 300 x 0.75 x (1.05 +1.25/2)=258.75Cum

2 Providing and laying dry stone soling
including all. Cum 63.00 1000.00 63000.00
1 x 300 x 1.05 x0.20= 63 Cum
3 Providing and laying in position cement
concrete of specified grade 1:4:8 mix in
foundation trenshes. Cum 31.50 4513.56 142177.14
1 x 300 x 1.05 x0.10 = 31.5Cum
4 Providing and laying in position cement
concrete of specified grade 1:3:6 mix .
Cum 74.25 5376.31 399191.02
2 x 300 x (0.30+0.25)/2 x 0.45 = 74.25Cum

5 Providing and laying in position cement

concrete flooring of specified grade 1:2:4
mix .50mm thick,20mm N/S Aggregates Sqm 135.00 536.79 72466.65

1 x 300 x 0.45 = 135.00 Sqm

6 Centering and shuttering including
struting, propping and removal of form 4% of
work. Sqm 540.00 159926
conc.
2 x 2 x300 x0.45 = 540 Sqm
7 12mm cement plaster in (1:4) mortar
Sqm 165.00 229.10 37802
2x300x(0.25+0.30)/2=165 sqm
Total = 971593.96
Rate per Rm = 9716

Assistant Executive Engineer Executive Engineer,

PW(R&B) Sub Division Shopian PW(R&B) Division Shopian

Superintending Engineer Chief Engineer

PW(R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Detailed Estimate of 1x15M Span RCC Culvert.
For

Construction of Road from Gattipora to Sanimarg via Zeerbuth

including
construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora

S.No. Item of work Unit Qty. Rate Amount

inRs.
1 Trench excavation in hard soil lead upto
50Mtr and lift upto 1.5 mtrs
1x4.60x4.50x2.65=54.855 Cum Cum 54.8 375 20550
2 P/L Dry stone soling Duly Hand Packed
and consolidated with hand rammers incl.
all carraiges.=1x4.60x4.30x0.15=2.96
Cum
Cum 2.96 1000 2960
3 Cast in situ Conc.with nominal mix M-
7.50 grade with 40mm nominal size agg.

1x4.60x4.30x0.10=1.978 Cum Cum 1.98 4513.56 8936.85

4 Cast in situ Conc.with nominal mix
M-20(1:1.5:3) grade with 20mm
nominal size agg.

Bottom Slab=1x4.60x4.30x0.4=7.91Cum
Side Walls=2x4.60x0.45x2=8.28
Cum Deck
Slab=1x4.6x3.90x0.40=7.18 Cum
Haunch=4x4.60x(0.30x0.30/2)=0.828
Cum. Total=
24.2 Cum
Cum 24.20 9106.65 220380.93
5 Centering and shuttering including Sqm 4%of 9173
strutting,propping etc and removal of conc.
form work:-
6 PL and placing high strength deformed Kgs 247.25 82.69 20445
steel including cost of binding wire.
Quantity vide item no. 3=1.978Cum
@125kg/Cum

7 Supply and filling boulders hand packed

including all carriages complete.

2x4.60x1.50x2.65 = 35.88Cum Cum 35.88 1000.00 35880.00

Total = 318326

Assistant Executive Engineer Executive Engineer,

R&B Sub Division Shopian R&B Division Shopian

Superintending Engineer
Chief Engineer
PWD (R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Detailed Estimate of 2X3M Span RCC Culvert.
For
Construction of Road from Gattipora to Sanimarg via Zeerbuth including
construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora
S.No. Item of work Unit Qty. Rate Amount
inRs.
1 Trench excavation in hard soil lead upto
50Mtr and lift upto 1.5 mtrs
1x9.10x4.50x2.65=108.52 Cum Cum 108.52 375 40695
2 P/L Dry stone soling Duly Hand Packed
and consolidated with hand rammers
incl. all
carraiges.=1x9.10x4.30x0.15=5.87Cum

Cum 5.87 1000 5870

3 Cast in situ Conc.with nominal mix M-
7.50 grade with 40mm nominal size agg.

1x9.10x4.30x0.10=3.91 Cum Cum 3.91 4513.56 17648.02

4 Cast in situ Conc.with nominal mix
M-20(1:1.5:3) grade with 20mm
nominal size agg.

Bottom
Slab=1x9.10x4.30x0.4=15.65Cum
Side Walls=2x9.10x0.45x2=16.38 Cum
Deck Slab=1x9.10x3.90x0.40=14.2
Cum
Haunch=4x9.10x(0.30x0.30/2)=0.41Cum
. Total=
46.64 Cum
Cum 46.64 9106.65 424734.16
5 Centering and shuttering including Sqm 4%of 17695
strutting,propping etc and removal of conc.
form work:-

6 PL and placing high strength deformed Kgs 488.75 82.69 40415

steel including cost of binding wire.
Quantity vide item no. 3=3.91Cum
@125kg/Cum

7 Supply and filling boulders hand packed

including all carriages complete.

2x9.10x1.50x2.65 = 72.35Cum
Cum 72.50 1000.00 72500.00
Total = 619557

Assistant Executive Engineer Executive Engineer,

PW(R&B) Sub Division Shopian PW(R&B) Division Shopian

Superintending Engineer
Chief Engineer
PW(R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Detailed Estimate of 1x15M Span RCC Culvert.
For
Construction of Road from Gattipora to Sanimarg via Zeerbuth
including
construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora
S.No. Item of work Unit Qty. Rate Amount
inRs.
1 Trench excavation in hard soil lead upto
50Mtr and lift upto 1.5 mtrs
1x4.60x4.50x2.65=54.855 Cum Cum 54.8 375 20550
2 P/L Dry stone soling Duly Hand Packed
and consolidated with hand rammers incl.
all carraiges.=1x4.60x4.30x0.15=2.96
Cum
Cum 2.96 1000 2960
3 Cast in situ Conc.with nominal mix M-
7.50 grade with 40mm nominal size agg.

1x4.60x4.30x0.10=1.978 Cum Cum 1.98 4513.56 8936.85

4 Cast in situ Conc.with nominal mix
M-20(1:1.5:3) grade with 20mm
nominal size agg.

Bottom Slab=1x4.60x4.30x0.4=7.91Cum
Side Walls=2x4.60x0.45x2=8.28
Cum Deck
Slab=1x4.6x3.90x0.40=7.18 Cum
Haunch=4x4.60x(0.30x0.30/2)=0.828
Cum. Total=
24.2 Cum
Cum 24.20 9106.65 220380.93
5 Centering and shuttering including Sqm 4%of 9173
strutting,propping etc and removal of conc.
form work:-
6 PL and placing high strength deformed Kgs 247.25 82.69 20445
steel including cost of binding wire.
Quantity vide item no. 3=1.978Cum
@125kg/Cum

7 Supply and filling boulders hand packed

including all carriages complete.

2x4.60x1.50x2.65 = 35.88Cum Cum 35.88 1000.00 35880.00

Total = 318326

Assistant Executive Engineer Executive Engineer,

R&B Sub Division Shopian R&B Division Shopian

Superintending Engineer
Chief Engineer
PWD (R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama
 Detailed Estimate For Providing & Laying RCC Pipes.
For

Construction of Road from Gattipora to Sanimarg via Zeerbuth including

construction of 2x30mtr. And 1x15mtr. Span bridge at Gattipora

S No Particulars Unit Qty Rate Amount

Providing and laying of RCC pipes at

spots including carriage and
1 providing proper cushion complete 0
job

a)14''Ø No 15.00 450 72000

b) 36"Ø No 6.00
c) 18"Ø No 9.00
2 Add Cost of RCC Suppen Pipes
14"Ø ,36"Ø,18"Ø

Grand Total 274600

Say 2.75 Lac

Assistant Executive Engineer Executive Engineer

(R&B) Sub Division Shopian (R&B) Division Shopian

Superintending Engineer
Chief Engineer
PWD (R&B) Circle Pul/Spn PW(R&B) Kashmir
HQ Pulwama