PRADHAN MANTRI GRAM SADAK YOJANAConstruction of Road from SALAMABAD TO DARDKOOT .

LENGTH 10.50 KMS Package No BLOCK :- URI District :- Baramulla

S. No Description of Item Length Width Unit quantity

1 2 3 4 5 6 7 8 91

10500 10.0 - Hectare 10.3 41466.52 4.35

Total 4.15 lacs

Height / thickness

Rate Rs. Np

Amount in Lacs

SITE CLARENCE :- clearning and grabbing road land including uprooting wild vegatation , grass, bushes , saplings,and trees of girth upto 300 mm , removal of stamps of such trees cut earlier and dispoasl of unserviceable meterials and stacking of serviceable meterials to be used or auctioned upto a lead of 1000mm including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical Specafication Clause 201 ( By manual means in area of thorny jungle )

PRADHAN MANTRI GRAM SADAK YOJANAConstruction of Road from SALAMABAD TO DARDKOOT .

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Road from SALAMABAD TO DARDKOOT .

Length Of Road 10.50 Km Package No :- JK03BLOCK :- URI District Baramulla

Cost estimate for site clearence and earth work

S. No Description of Item

Length Width Unit quantity

1 2 3 4 5 6 7 8 92

Quantity as per X Section Cum 76872.00 106.58 81.933

Quantity as per X Sector Cum 23061.00 182.03 41.984

Quantity as per X Sector Cum 281863..00 303.77 85.625

4500 0.6 0.6 Cum 1620.00 106.58 1.73

Total 213.88

Assistant Execative Engineer Execative Engineer

Height/

Thickness

Rate

Rs. Np

Amount in

Lacs

EARTH WORK :- Evacation of soil in hilly areas by mechnical means including cuttingand trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead up to 20 m as per technical specations clause 1603.1

Evacation in hilli areas in ordinary rock not requiring blasting by mechnical means including cutting and trimming of slopes and disposing of cut merteial with a lift upto 1.5 m and a lead upto 20m as per clause 1603.2 technical specifications

Evaccation in hilli areas in hard rock requiring blasting by mecnical means , lift upto 1.5 m nand diposal of excavated rock upto lead of 20 m as per clause 1603.2Earth work in excevation in hard rock for construction of kachha drain

Construction of Road from Natonal Highway .SALAMABAD TO DARDKOOTLength Of Road 10.50 Km Package No :-

Block Uri District Baramulla Cost estimate for Pavements Layers

S. No Description of Item Length Width Unit quantity

1 2 3 4 5 6 71

10500.00 5.40 0.30 Cum 17010.00 45.02 7.662

10500.00 5.40 0.10 Cum 5670

For bus stand at dead end 30.00 20.00 0.10 Cum 60.00T 5730.00 749.47 42.94

3 Cum 5730.00 71.65 4.11

4

Surface road 91686.00 t 85.00 Km Tkm 742560 t 4.03 29.93Kacha Road 9168.00 t 5.0 Km Tkm 43680.t 9.76 4.26

Height/ Thicknes

s

Rate Rs. Np

Amount in Lacs

Loosing of ground upto level of 300mm below the subgrade level , watered , graded and compacted in layers to meet reqiurements ot tables 300.1& 300.2 for sub grade construction as per Technical Specification Clause 303.5.2

Granular sub base course with local meterials ( table 400.13 ) by mix in place mathod normal construction og granular Sub Base by providing local material spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with retovator at once and compacting wity smooth wheel roller to achive the desired density complete as per clause 401.4 as per trechnical Specifications using naturally occuring gravel

Loading of GSB Material by Manual Means incl lead of 30 mtrHaulage of GSB material from Langate Handwara for An lead of 80 Kms =5730.00 Cum @ 1.60 T / cum =9168t

510500 .00 3.75 0.75 2953.12

Curves 1050.00 0.9 0.075 Cum 70.87Passing places 31 x 30.0 1.65 0.075 cum 115.09

Bus Adda 30.0 20.0 0.075 Cum 45.00

T 3184 1330.45 42.36

6

Stone Aggregate 63-45 mm size =3036.38 Cum 3036.38

Cum 546.55

Cum 404.85

T 3987.78 43.27 1.737

Providing ,laying , spreading and compacting stone aggregate of specified size to water bond macadam specifiaction including spreading in in uniform thickness , handpacking , rollingwith smooth wheel roller 80-100 Kn in stages to proper grade and camber , applying and brooming , stone screening / binding meterials to fill up the interstices of course aggregate watering and compacting to the reqiured density Grading 2 as per Technical Specifiactions Clause -405.

Cum

Loading of stone aggregate for WBM Grade 2 by mech Means

Stone screenings 13.20 mm size =40485.00sqm @ 0.135 cum,/ 10 sqm = 546.55 Binding material =40485.00sqm @ 0.10 cum / 10sqm = 40485.00

Haulage of material for WBM Grade 2 from Veerwan for an lead of 65 kms

Stone Aggregate 63-45 mm size = 3036.38 cum stone screnings 13.20 mm size = 546.55 cum Total =3582.93 cum @ 1.80 t/ cum =6449.27t

810000.00 3.75 0.075 Cum 2812.5

Curves 1000.00 0.9 0.075 Cum 67.50

Passing places 30 x 30.0 1.65 0.075 cum 111.375

Bus Adda 30.0 20.0 0.075 Cum 45.00

- - - Total 3036.38 1390.95 42.249

- - - - - - -

Stone Aggregate 53.22 .40 m size - - - Cum 3036.38 -

- - - Cum 748.47 - -

- - - Cum 404.85 - -

- - - Total 4189.70 43.27 1.81

Surfaced road ( 60kms ) kacha road ( 5 Kms )

6449.27t 6449.27

60 km 05km

Tkm Tkm

386956.20

32246.354.03

9.76 15.60

3.15

Binding Material = 404.85 cum @ 1.60t / cum =647.76t.Surfaced road ( 60kms )

kacha road ( 5 Kms )647.76

647.7660 km

05km Tkm

Tkm38865.60 3238.80

4.03 9.76

1.57 0.32

WBM GRADE 3:- providing , laying , spreading and compactiing stone aggragate of specified size to water bound macadam specification including spreading in uniformthickness , hand packing , rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber , applying and brooming , stone screening / binding meterials to fill up the interstices of coarse aggragate wtering and compacting to the reqiured density Grading 3 as per technical Specifications clause405. Road

Loading of stone aggregate for WBM Grade 3 by mechnical Means

Stone screenings 11.20 mm size = 40485.00sqm @ 0.185 cum,/ 10 sqm = 748.47 cum Binding material = 40485.00 sqm @ 0.10 cum / 10sqm = 404.85

10 - - - - - - -

- - - - - - -

- - -

-

10

10000 3.75 sqm 37500.00

total 40485.00 31.57 12.78

- - - sqm 40485.00 9.37 3.7911

10000.00 3.75 0.05 cum 1875.00

Haulage of material for WBM Grade 3 from Veerwan for an lead of 65 kms Stone Aggregate 53-22.4 mm size = 3036.38 cum stone screnings 11.20 mm size = 748.47 cum total =3784.85 cum

@ 1.80 t/ cum = 6812.73t Surfaced road ( 60kms )

kacha road ( 5 Kms ) tkm

tkm408763.80

34063.65

4.03 9.76

16.47 3.33 Binding Material = 404.85 cum @ 1.60t / cum

= 647.76t

Surfaced road ( 60kms ) kacha road ( 5 Kms )

647.67t 647.67t

60 km 5km

tkm tkm

38865.60 3238.80

4.03 9.76

1.57 0.32

PRIMER COAT Providing and appling primer coat with bitumen emulsion (SS-I ) on prepared surface

of granular base incl cleanig of road surface and sprying primer @ 0.70 -1.20 kg / Sqm as per

technical specification clause 502 Curves passing place

Bus Adda

1000.00 30 x 30

30

0.90 1.65

20.0

sqm sqm

sqm

900.00 1485.00 600.00

Tack Coat :- Providing and applying tack coat with Bitumen Emulsion ( SS-1) using Emulsion Distributor @ 0.20 to 0.25 kg / sqm on the prepared Bitumenous surface cleaned with Hydrolic broom as per technical specification clause 503

BITUMINOUS MACADAM:- providing and laying bit. Macadam with hot mix plant using crushed aggregate og grading as per table 500.4 premixed with bit. binder transported to site upto a lead of 1000m laid over previously prepared surface with pvers finisher to the required grade, level and alignment and rolled to achve the desired compaction as per technical Specifications clause 504.Curves passing place

Bus Adda

1000 .00 30 x 30

30 .0

0.90 1.65

20 .0

0.05 0.05

0.05

sqm sqm

sqm

45.00 74.25.

30.00

T 2024.25 5461.60 110.5612

- - - sqm 40485.00 9.37 3.7913

- - - 40485.00 108.00 43.7214

sqm 40485 38.51 15.5915

- - - - - -

- - - - - -

- - - - - -

- - - - - - total = 240480.90kgs or 240.48 t - - - t 240.48 105.56 0.25

16 - - - t 240.48 97.55 0.24

Tack Coat :- Providing and applying tack coat with Bitumen Emulsion ( SS-1) using Emulsion Distributor @ 0.20 to 0.25 kg / sqm on the prepared Bitumenous surface cleaned with Hydrolic broom as per technical specification clause 503

20 MM THICK 0GPC :- providing lying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or emulsion to reqiured line , grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , lying and rolling with a three wheeler 80-100 KN static roller capacity , finished to require level and grades to be followed by seal coat of either type A or type as per technical Specifications clause

sqm

SEAL CAOT:- Prividing and laying seal caot the voids in a bituminous surface laid to the specified levels , gradeand crossfall using type A , Type B,

Type C as per technical Specifications clause 510 ( Type A with Bitumen S-90 by manual means )

Loading of Bitumen Drums by manual means incl lead of 30 mts

Primer Coat = 40485 sqm @ 0.85 kg / sqm = 3412.25.kg Tack coat = 2 x 40485.sqm @ 0.225 kg / sqm = 18218.25 kg Bitumenous Macadam =2024.25 cum @ 50 kg / Cum = 101212.50kgs 20mm thick OGPC = 40485sqm @ 1.46 kg / sqm = 59180.10kgs Seal Coat =40485 sqm @ 0.68 kg / sqm = 27529.80 kg

Unloading of Bitumen Drums by manual means incl lead of 30 mts

17

240.48 125 km Tkm 30060 4.03 1.2118

total = 3117.26 cum cum 3117.26 43.27 1.35

19cum 242.91 71.65 0.18

20

stone Screenings for OGPC = 1093.01cum

Surfaced road 5611.07t 50kms - tkm 280553.5 4.03 11.3121

Surfaced road 388.66 65 km tkm 25262.90 4.03 1.0222

tkm 25627.68 4.03 1.03

Surfaced road tkm 95.99 4.03 3.38

Haulage of Bitumen from Pampore to plant for an av lead of 125 Kms Surface road Loading of Matererial ( stone Agg ) for Bitumenous Macadam and OGPC by Mech. Means

stone agg for bit. Macadam = 2024.25 cum

stone Screenings for OGPC = 40485.00sqm x 0.027m = 1093.01cum

Loading of sand for seal coat by Manual Means =40485.00 sqm x 0.006 cum = 242.91 cum

Haulage of stone Agg and stone screening from veervan upto Macadam plant for an avg lead of 50 kms Stone Agg for Bitmeneous Macadam = = 2024.25 cum

Total = 3117.26 cum @ 1.80 t / cum = 5611.07 t

Haulage of sand from Johama to Macadam plant for an avg lead of 65 kms =40485.00sqm @ 0.006 cum/ sqm =242.91 cum = 1.60t / cum = 388.66 t

Haulage of Bitumeneous macadam,OGP, seal coat from Macadam plant to site of work for an avg lead of 15 kms B. Macadam = 2024.25 cum@ 2.1t / cum= 4250.93

t OGP= 40485. sqm x 0.020 cum = 809.70 cum @ 2.1 t/ cum = 1700.37 t Seal Coat =40485.00 sqm x 0.006= 242.91 cum@1.60t/cum=388.66 t

23 Earthen Shoulders 10000.00 1.65 0.30 cum 4950 185.95 9.21 T 693.42

PRADHAN MANTRI GRAM SADAK YOJANA

Length Of Road 10 Km Package No :- JK03BLOCK :- URI District Baramulla

S. No Description of Item Length Width Unit quantity

1 2 3 4 5 6 7 8 81

i) Ordinary soil R / wall 2000.00 1.35 0.50 cum 1350.00B / Wall 1500.00 1.0 0.50 cum 750.00

T 2100.00 162.89 3.42

2

R/ wall 2000.00 1.35 0.10 cum 270.00

B/ Wall 1500.00 1.0 0.10 cum 150.00

T 420.00 3656.41 15.36

Cost estimate for Construction of R/walls and B/ walls from Natonal Highway ( NH-1A) to Gawlta .

Height / thickness

Rate Rs. Np

Amount in Lacs

R/ B WALLS :- Earth Work in excavation for foundation of structures as per drawing and technical specifications clause 1104 including setting out, construction of shoring and bracing , removal of stumps and other deleterious materials and dressing of sides and bottom and backfilling with approved material

Providing and laying cement M-10 grade in leveling course PCC grade M -10

3 - - - - -

R/ wall 2000.00 0.975 3.00 cum 5850.00

B/ Wall 1500.00 0.80 2.00 cum 2400.00

T 2276.18 112.674

- - - - -R/ B wall 2000.00 0.975 3.00 cum 5850.00

B/ Wall 1500.00 0.80 2.00 cum 2400.00

T 1333.18 43.995

R / Wall 2000.00 1.00 2.50 cum 5000.00 493.33 24.676 Pointing on Stone Masonry walls in 1:3

R/ B wall 2000.00 2.50 cum 5,000.00 B/ Wall 1500.00 1.50 cum 2250.00

7

Sqm 47.05 2.05

8

R/ B wall 2000.00 - - RM 2000.00B/ Wall 1500.00 RM 1500.00

T 3500.00 268.32 9.39

polygonal / Randonm Rubble masonery uncoursed / brought to course in cement sand mortor in 1.6 quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M 25 with M-5 grade ( Stone Aggragate 20 MM ) with aviliable stones

8250 @ 60%=4950

polygonal / Randonm Rubble masonery uncoursed / brought to course laid dry in Quarry stones in foundation with plinth including cost of bond stones with aviliable stones with aviliable stones

8250 @ 40%3300.

Backfilling stones behind wall complete as per drawings and technical specifications clause 1204.3.8 with aviliable stones

7250 .@ 60=4350

providing PCC M 20 Coping on top of retaining wall/ breast wall

Loading 9 Laoding of cement for R walls by manual means

total =5643.40qt or 564.34 t - - - t 564.34 89 0.510 Laoding of sand by manual means

- - - cum 1948.00 71.65 1.40total = 1948. cum - - - - - -

11 Loading of stone agg by Mech Means - - - - - - - - - - - - - -

- - - total 450.80 Cum - - - cum 450.80 43.27 0.20

12

Surface Road 564.34t 145km tkm 81829.30 4.03 3.3Kachha Road 564.34t 5km tkm 2821.70 9.76 0.28

13 =1948.00 cum @ 1.60 t/ cum = 3116.80 t

Surface Road 3116.80t 75 km tkm 233760.00 4.03 9.42Kachha Road 3116.80t 5km tkm 15584.00 9.76 1.52

For M-10 cement Concrete = 420.00 cum @ 2.20 Q/ sqm = 924.00

For RR Masonery in 1: 6 cement sand mortar = 4950.00cum @ 0.83 Q/sqm = 4108.50For pointing in 1:3 cement sand mortor 4350.00 sqm @ 0.0117 Q/ sqm =50.90for coping in M 20 = 3500.00 RM @ 0.16Q/ Rm =560.00

For M-10 cement Concrete = 45%of 420.00 cum = 189.00 cum For RR Masonery in 1: 6 cement sand mortar = 33% of 4950.00 cum =1633.50 cumFor pointing in 1:3 cement sand mortor 4350cum @ 0.02cum/ sqm = 87.00 cum for coping in M 20 = 3500RM @ 0.011cum R/ M = 38.50

For M-10 = 89% of 420.00 cum = 378.80 cum for coping = 3500 Rm @ 0.022cum / RM = 77.00

Haulage of cement from khrew for an avg lead of 150 kms = 564.34 t

Haulaage of sand from Johama for an avg lead of 80 kms

14

Surface Road 811.44 t 60 km tkm 48686.40 4.03 1.96Kachha Road 811.44 t 5 km tkm 4057.20 9.76 0.40

15 Unloading Unloading of cement by manual means = 564.34t

564.34t 89.00 0.50T 231.03

Assistant Execative Engineer Execative Engineer

Haulage of Stone agg from Veervan for an avg lead of 65 km = 450.80cum @ 1.80t / cum = 811.44 t

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Road from SALAMABAD TO DARDKOOT .

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Salam Abad-Dard Kote Road

Cost Estimate For Construction of Stone Pitched Saucer Shaped Drain Length Of Road 11.70 Km Package No : JK03Block :- Uri District :- Baramulla

Description of Item Length (M) Bradth (M) quantity Unit Rate

2 4 5 6 7 8 9 101

HardSoil 11700.00 0.45 4962.78 cum 162.89 8.08

211700 0.15 1654.26 cum 2276.18 37.65

3

137.30 Mt 89.00 0.124

a) Surfaced Road=129km 17711.70 tkm 4.03 0.71b) Gravel Road = 6.0Km 823.80 tkm 4.85 0.045 Unloading of Cement by manual means = 123.20 MT

123.20 MT 89.00 0.11

S No Depth / Height (M) Amount in Lacs

Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring and bracing , removal of stamps and other deleterious matter , dressing of sides and bottom and back filling with approved material .

x 0.30Stione Pitching 150 mm thick in cement:sand mortar 1:6 with available stones. x 30.00Loading of cemnet by manual means =1654.26 cum @ 0.83Qt/cum =1373.03 qt or 137.30MTHaulage of cement from Khrew Pampore for avg lead of 135 kms

6 Loading of sand by manual means

545.90 cum 71.65 0.39

7

a) Surfaced Road=64km 55900.16 tkm 4.03 2.25b) Gravel Road = 6.0Km 5240.64 tkm 4.85 0.258 Loading of stone by manual Means 1654.26 cum 71.65 1.199 Haulage of stones for an avg. lead 2 kms b)

5293.62 tkm 4.85 0.26

TOTAL 50.05

Assistant Executive Engineer Executive EngineerPMGSY (JKRRDA) Division

Baramulla

for R.R.Masonry(Stone Pitching) = 33% of 1654.26Cum=545.90 cum

Haulage of sand from Juhama for 70 km avg lead =545.90Cum@1.60t/cum=873.44t

Gravel Road(2.0Kms) Qnty.=1654.26@1.60t/cum=2646.81t

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Salam Abad-Dard Kote Road

Cost Estimate For Construction of Stone Pitched Saucer Shaped Drain

Block :- Uri District :- Baramulla

PRADHAN MANTRI GRAM SADAK YOJANA Construction of road from NH- IA to Gawhalta

District :- Baramulla BLOCK :- URI COST ESTIMATE FOR CONSTRUCTION OF RCC CALVERT ( 3.0 M SPAN ) ROAD.( 6 No )

S. No Description of Item No Length Width Unit quantity Amount in Lacs

1 2 3 4 5 6 7 8 9 101 -

1 7.0 4.75 2.0 cum 66.5B ) Return Walls 4 2.50 2.65 2.0 cum 53.00

Add 20% for slips 119.50 23.90

Total 143.40 162.89 0.232 Dewatering of trenches 1 1 5000 0.05

3 P/ l Stone soling with aviliable Stones

A) Abutment 2 6.0 2.65 0.10 cum 3.18B ) Return Walls 4 2.50 2.65 0.10 cum 2.65

Total 5.83 493.33 0.34

A) Abutment 2 6.0 2.65 1.0 cum 3.18 B ) Return Walls 4 2.50 2.65 1.0 cum 2.65Total 5.83 3656.41 0.21

Depth / height

Rate Rs. Np

Erth work in excavation for foundation of structures in hard rock upto 3m depth as per Drawing and specifications clause 1104,. inc setting out bconstruction of shoring nad bracing , removal of stamps and bottom and back filling with approved material

A) Abutment B) Return walls

Providing & laying of cement concrete M10 in leveling course

5

A) Abutment 6.0 6.0 6.0 6.02.05 1.75 1.45 0.800.60. 0.60 0.60 1.50 cum14.76 12.20 10.44 14.40

B ) Return Walls cum

Total 95.70 4204.23 4.036

Cap 2 6.0 0.60 0.30 cum 2.16Dirt Wall 2 6.0 0.30 0.60 cum 2.16

Slab 1 6.0 4.50 0.30 cum 8.1Wheel Guard 2 4.5 0.25 0.25 cum 0.56

Total 12.98 4812.47 0.637 1298cum @ 10mtr/ cum = 130 mt 130 52935.16 0.69

8

Providing & laying of cement concrete M20 in foundation including from work costs 2

2

2 2

4 4 4 4

2.50 2.50 2.50

2.50

2.05 1.75 1.45

0.80

0.60. 0.60

0.60 1.50

12.30 10.50 8.70

12.0

providing & laying of Rainforced cement concreate M25 nominal mix

Supplying fitting and placing HYSD bar reinforcement ( Fe 415) in sub structure complete as per drawing and T.S Clause 1002,1005

providing for work of ordinary planks so as to give rough finish inc. sthuttering, cenering and removal of the same ( Form Work )

Abutts sqm

Return Walls sqm

Slab 1 6.0 3.0 sqm 18.0Cap 2x 2 6.0 0.30 sqm 7.20

Dirt Wall 6.0 0.60 sqm 14.40

Wheel Guard 2x 2 4.50 0.25 sqm 4.50Total 241.50 300.00 0.73

9

A) Abutment 2 6.0 1.0 1.50 cum 18.0

B ) Return Walls 4 2.50 .1.0 1.50 cum 15.0Total 33.0cum 493.33 1.16

10 Loading of stone Agg. by mech. Means

2 x 2 2 x 2 2 x

2 2 x 2 2 x 2 2 x 2 2 x 2 2 x 2

6 2.05 6.0

1.75 6.0 1.45 6.0 0.80

0.60. 0.60 0.60

0.60. 0.60 0.60 1.50

1.50

14.40 4.92 14.40 4.20 14.40 3.48 36.0

4.80

4x 2 4 x 2 4 x 2 4 x 2 4x 2 4 x 2

4x 2 4 x 2

2.50 2.05

2.50 1.75 2.50 1.45 2.50

0.80

0.60. 0.60 0.60 0.60. 0.60

0.60 1.50

1.50

12.0 9.48 12.0 8.40 12.0 6.96 30.0

9.60

2 x 2

Backfilling stones behind wall complete as per drawing & technical specifiactions clause 120.3.8

for M-10 cement concrete = 89 % of 5.83 cum = 5.19cum

Total cum 101.91 43.27 0.0511 Loading of sand by manual means

Total cum 51.52 71.65 0.0412 Loading of cenent by manual means

13 Loading of steel by manual means = 130 t t 460.53t 89.00 0.04

14

Surface road 183.44t 60 km tkm 11006.40 4.03 0.45Kacha Road 5km tkm 917.20 9.76 0.09

for M-20 cement concrete = 89 % of 95.70cum = 85.17cum for M25 cement concrete = 89% of 12.98= 11.55 cum

for M-10 cement concrete = 45 % of 5.83 cum = 2.62cum for M-20 cement concrete 45% of 95.70cum = 43.06cum for M25 cement concrete = 45% of 12.98 = 5.84 cum

for M-10 cement concrete =5.83cum @ 2.20 q / cum = 1283 q for M-20 cement concrete = 95.70 cum @ 4.0q / cum = 382.80 qfor M25 cement concrete = 12.98cum @ 5.0q / cum =64.90 = 460.53

Haulage of stone agg . From Verwan for an av. Lead of 65 Km= 101.91cum @ 1.80t / cum = 183.44t

183.44 t

15

Surface road 82.43t 75 km tkm 6182.25 4.03 0.25Kacha Road 82.43t 5km tkm 414.15 9.76 0.04

16

Surface road 46.05 145 km - - tkm 6677.25 4.03 0.27Kacha Road 46.05 5km - - tkm 230.25 9.76 0.02

17

Surface road 1.30 t 140 km - - tkm 182.00 4.03 0.01Kacha Road 1.30t . 5km - - tkm 6.50 9.76 0.00

18 Unloading of cemnet by manual means = 46.05 t t 46.05 t 89.00 0.0419 Unloading of steel by manual means = 1.30 t t 1.30t 95.06 0.001

Total 8.061 lacs For 6 No calverts 48.36lacs

Haulage of Sand for Johama for 80 Km AV Lead = 51.52cum @ 1.60t/ cum = 82.43t

Haulage of cement from Khrew for 150 Km Av Lead = 46.05t

Haulage of steel from pampore foran av. Lead of 145 kms = 1.30 t

CONSTRUCTION OF ROAD FROM, " SALAMAABAD TO DARDKOTE"."COST ESTIMATE FOR CONSTRUCTION OF HUME PIPE CULVERTS, (1000mm dia) .( 22 NO) S.No Description Of Item No. Width (M) Quantity Unit

1

pipes 22 7.50 2.50 2.85 cum 1175.63

Curtain wall 22 2.50 1.0 0.55 cum 30.25

Drop Wall 22 2.5 1.0 0.55 cum 30.25Catch Pit 22 1.5 1.50 2 cum 99

Length ( M)

Depth/ Thickness

(M)

Rate/ unit Rs . Np

Amount Rs. NP

Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material .

Total 1335.13 162.89 2.182

Fountai bed 22 7.50 1.30 0.10 cum 21.45

cradle 22 7.50 2.20 0.15 cum 54.45

Catch Pit 22 5.40 0.15 2.0 cum 35.64parapet 22 1.0 0.6 cum 6.93

total 118.47 3656.41 4.33

Curtain Walll 22 2.50 2.65 cum 111.60

Drop Wall 22 2.50 2.65 cum 111.60

Total: 233.20 2276.18 5.314

Curtain Walll 22 2.50 Rm 55.00 Drop Wall 22 2.50 Rm 55.00

Total: 110.00 268.32 0.305 Pointing on stone work with cement sand 1:3 mix.

Curtain Walll 22 2.50 2.65 sqm 145.75 Drop Wall 22 2.50 2.65 sqm 145.75

Providing / Laying cement M10 grade in leveling course PCC grade M-10

(0.60+0.45) 2

Polygonal/ random rubble masonry uncoursed/ brought to course in cement sand mortar 1:6 mix with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size.

( 1.0+0.60) 2

( 1.0+0.60) 2

Providing & laying of Cement Concrete M-20 nominal mix for coping .(40mm thick) Arch.

Total 291.50 47.05 0.146 Form work of ordinary timber

Catch Pit 22 x 4 1.50 2.00 sqm 264.00cradle 22 x 2 7.50 0.53 sqm 181.50

parapet 22 1.0 2.40 sqm 52.80Total: 498.30 300.00 1.50

7

a) 1000 mm dia 22 7.50 Rm 165.00 6798.19 11.228 22 6.0 2.5 1.0 Cum 330.00 1161.30 3.830

9 Loading of stone Agg. by mech. Means

for coping = 110 Rm @ 0.022cum / Rm = 2.42total cum 107.86 43.27 0.03

Loading of sand by manual Means M -10 cement concrete = 45% of 118.47cum = 53.31

1:6 Masonery =33% of 233.20cum = 76.96

pointing = 291.20 cum @ 0.02 cum/ sqm = 5.82

coping = 110Rm @ 0.011 cum / Rm = 1.21 = 137.30

total 137.30 71.65 0.1011 Loading of cement by manul means

Providing and laying of reinforeced cement concrete pipes MP-3as per design in single row including fixing collor with cement mortar 1:2 but excluding excavation ,protection works,backfilling, concrete masonary work in head walls and parapets clause 1106.

Supply and spreading Khak Bajri (Sandy Granular Material)

M-10 cement concrete =89% of 118.47 cum = 105044 cum

total t 47.67 89.00 0.0412 - - - NO 66.00 59.54 0.440

13

Surface road 194.15 60 tkm 11649.00 4.00 0.47Kacha Road 194.15 5km tkm 970.75 9.76 0.10

14

Surface road 219.68 75 km tkm 16476 4.03 0.66Kacha Road 219.68 5km tkm 1098 9.76 0.11

15

Surface road 47.67 t 145 km - - Tkm 6912.15 4.03 0.28Kacha Road 47.67t 5km - - Tkm 238.35 9.76 0.02

16

Surface road 165 120 km - - Tkm 19800 4.03 0.80Kacha Road 165 5km - - Tkm 825 9.76 0.08

17unloading of cement by manual means = 47.64 t t 4764 89.00 0.04

18 no 66 284.29 0.19

M -10 cement concrete = 118.47cum @ 2.20q / cum = = 260.63 q 1:6 Masonery = 233.20 cum @ 0.83Q / cum =193.56qpointing 1:3 mortor = 291.20 sqm @ 0.017 q/ sqm = = 4.95 q coping = 110Rm @ 0.016q / Rm = =17.60q= = 476.74 q

Loading of RCC Span pipe = 66 no @ 59.54 / No = 0.44Haulage of stone Agg. from veerwan for 65 km Av lead = 107.86 cum @ 1.80t/ cum =194.15t

Haulage of Sand for Johama for 80 Km AV Lead = 137.30cum @ 1.60t/ cum = 219.68t

Haulage of cement from Khrew for 150 Km Av Lead =47.67 t

Haulage of Rcc pipes for 125 km=66 No @ 2.50t/Nom =165t

unloading of RCC pipes by manual means = 66No = 284.29 / no t

31.71 lacs

Assistant Ececative Engineer Execative Engineer

Gross Total

PRADHAN MANTRI GRAM SADAK YOJANA

COST ESTIMATE FOR CONSTRUCTION OF RCC CALVERT ( 3.0 M SPAN ) ROAD.( 6 No )

Sheet1 salamabadSheet2 salamabadSTONE SHAPED DRAINRCC calvert