PRADHAN MANTRI GRAM SADAK YOJANACOST ESTIMATE FOR ROAD CONSTRUCTION FROM NH--1 TO GAWALTA

LENGTH 10.00 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

10000 10.0 - Hectare 41466.52 4.15

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 YOJANACOST ESTIMATE FOR ROAD CONSTRUCTION FROM NH--1 TO GAWALTA

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Daki Post-Kundi Birjala Road.

Length Of Road : 3.0 Km Package No : Block : Uri District Baramulla

Cost Estimate for Pavement S. No Description of Item Length Width Unit quantity

1 2 3 4 5 6 71

3000.00 4.90 0.30 Cum 4410.00Curves

450.00 0.90 0.30 Cum 121.50Passing Places 9x30 1.75 0.30 Cum 141.75Bus Adda 30.00 20.00 0.30 Cum 180.00TOTAL QUANTITY 4853.25 45.02 2.18

2

3000.00 3.00 0.30 Cum 2700.00Curves 450.00 0.90 0.30 Cum 121.50Passing Places 9x30 1.75 0.30 Cum 141.75Bus Adda

30.00 20.00 0.30 Cum 180.00

Height/ Thickness

Rate Rs. Np

Amount in Lacs

PREPARATION OF SUB GRADE: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:Granular sub base/base/surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with mortar grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achieve the desired density complete as per clause 502

Shoulders3000.00 1.90 0.10 Cum 570.00

TOTAL QUANTITY Cum 3713.25Grade-I @50% Cum 1856.62 905.35 16.81Grade-II @50% Cum 1856.62 903.32 16.77

3 Cum 3713.25 71.65 2.66

4

a) Surfaced Road(75.0 Km) tkm 445590.00 4.03 17.96Graveled Road(10.0Km) tkm 59412.00 4.85 2.88

b) Kacha Road(2.0 Km) tkm 11882.40 9.76 1.165

Cum 3713.25 8.50 0.31Total of G.S.B 58.55

6

3000.00 3.00 0.075 Cum 675.00Curves 450.00 0.90 0.075 Cum 30.37Passing Places 9x30 1.75 0.075 Cum 35.43Bus Adda

30.00 20.00 0.075 Cum 45.00TOTAL QUANTITY Cum 785.80 1390.95 10.93

7a) Cum 785.80

Loading of stone aggregate for G.S.B by Manual Means

Haulage of material for G.S.B from Langate,Handwara for an lead of 87 Kms qnty. = 3713.25 cum @ 1.60 t/cum = 5941.20T

Unloading of material for G.S.B by mechanical means

WBM GRADE-III: 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 53.22 .40 m size by mechanical means.

b) Cum 193.83

c) Cum 104.77

Total 1084.40 43.27 0.478

- - - -

a)

b) -

9Cum 1084.4 8.50 0.09

TOTAL OF WBM-III 16.4610

3000.00 3.00 - Sqm 9000.00

Total 10477.50 31.57 3.31

Stone screenings 11.20 mm size =10477.50 Sqm@0.185 cum/10 sqm=193.83 cum Binding material=10477.50Sqm@0.10 cum/10sqm = 104.77Cum

Haulage of material for WBM Grade 3 from Veerwan for an lead of 54 kms

Stone Aggregate 53-22.4 mm size = 785.80 Cum Stone Screnings 11.20 mm size = 193.83 Cum Total =979.63 Cum @ 1.80 t/ cum =1763.33 Cum

Surfaced road ( 47.0Kms ) Graveled road ( 10.0 Kms )

Track( 2.0 Kms)

tkm tkm

tkm

82876.69 17633.30

3526.66

4.03 4.85

9.76

3.34 0.86

0.34

Binding Material= 104.77 Cum @ 1.60t / Cum = 167.63T

Surfaced road ( 47.0Kms ) Graveled road ( 10.0 Kms )

Track( 2.0 Kms)

tkm tkm

tkm

7878.70 1676.30

335.26

4.03 4.85

9.76

0.32 0.08 0.03

Unloading of stone aggregate,screenings and binding material by mechanical means

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

450.00 9 x 30.00

30.00

0.90 1.75

20.0

Sqm Sqm

Sqm

405.00 472.50

600.00

11

3000.00 3.00 0.05 Cum 450.00

Total 523.87 5461.60 28.6114

TOTAL OF BIT.MACADAM 31.3315

Sqm 10477.50 9.37 0.9816

10477.5 108.00 11.32

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

450.0 9 x 30

30 .0

0.90 1.75

20 .0

0.05 0.05

0.05

sqm sqm

sqm

20.25 23.62

30.00

Haulage of Bit.Macadam from mixing plant to site for an avg.lead of 59 kms. Qnty = 523.87 Cum @ 2.1 t/Cum= 1100.12 t Surfaced Road(47.0 Kms) Graveled Road( 12.0 Kms)

Tkm

Tkm51705.97 13201.44

4.03 4.85

2.08 0.64

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

17

tkm 25963.24 4.03 1.05

TOTAL OF O.G.P.C 12.3718

Sqm 10477.5 38.51 4.0319

tkm 6676.26 4.03 0.27

TOTAL OF SEAL COAT 4.3020

3000.00 1.9 0.35 Cum 1995.00 185.95 3.71 GRAND TOTAL 133.19

Assistant Executive Engineer Executive Engineer

Haulage of O.G.P.C mix from mixing plant to site for an avg.lead of 59 kms.(Surfaced Road) Qnty=10477.50 Sqmx0.02 @ 2.10t/cum=440.05 t

SEAL COAT:- Prividing and laying seal coat 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 )

Haulage of Seal Coat mix from mixing plant to site for an avg.lead of 59 kms.(Surfaced Road) Qnty=10477.50 Sqmx0.006@1.80 t/cum=113.15 t

SHOULDERS:Construction of Earthen Shoulders with approved material obtained from barrow pits with all leads and lifts , transportation to site , spreading, grading to required slope and compacting to meet requiremnet of table 300.20 with lead upto 1000 mtr as per tech. Specification clause 303.1

Block : Uri District Baramulla

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Road from Natonal Highway ( NH-1A) to Gawlta .Cost Estimate For Construction of Cement Concreate Drain . Length =6000 Rm Length Of Road 10 Km Package No :- JK03Block :- Uri District :- Baramulla

Description of Item No quantity Unit

2 3 4 5 6 7 8 9 10 1

- - - - - - - -HardSoil 1 6000.00 0.75 0.55 2475 cum 162.89 4.03

2

1 6000 0.75 0.1 450 cum 3656.41 16.45

side Blocks 2 6000.00 0.15 0.45 810 cum 3712.44 30.07

S No Length (M)Bradth (M)

Depth / Height (M)

Rate

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 nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material .

Providing and laying cement concrete M-10 grade course PCC grade M-10.

Providing and laying cement concrete as per M-!5 T.S Clause 802, 803

3Form Work 2 6000.00 0.45 5400 sqm 300.00 16.205

- - - - - - - -

- - - - 358.20 T 89 0.326

- - - - - - - -

- - - - - - - -

- - - 567.00 cum 71.65 0.417

- - - - - - - -

- - - - - - - -

- - - 1121.40 cum 43.27 0.498

- - - - - - - -Surface road 358.20 145 km - - 51939.00 tkm 4.03 2.09

Kacha Road 358.20 5km - - 1791.00 tkm 9.76 0.18

Providing form work of ordinary planks so as to you give rough finish including centering /strutting and removal of same.

loading of cemnet by manual means For M -10 cement concrete = 450cum @2.20q / cum = 990.00q

for M 15 cemnet concreate 810cum @ 3.20q / cum = 2582.00q

loading of sand by manual means for M-10 cement concrete = 45 % of 450 cum = 202.50cum

for M-15 cement concrete = 45 % of 810 cum = 364.50cum

Loading of stone Agg. by mech. Means for M-10 cement concrete = 89 % of 450 cum = 400.50cum

for M-15 cement concrete = 89 % of 810 cum = 720.90cum

Haulage of cement from Khrew for 150 Km Av Lead = 358.20t

Surface road 907.20t 75 km 51939.00 tkm 4.03 2.099 Kacha Road

907.20 5km 4536.00 tkm 9.76 0.4410

- - - - - - - -Surface road 2018.52 60 km - - 121111.20 tkm 4.03 4.80Kacha Road 2018.52 5km - - 10092.60 tkm 9.76 0.99

11

-

- - - 358.2 t 89.00 0.32Total: 79.61 lacs

Assistant Executive Engineer Executive EngineerPMGSY (JKRRDA) Division

Baramulla

Haulage of Sand for Johama for 80 Km AV Lead = 567.00cum @ 1.60t/ cum = 907.20t

Haulage of stone agg . From Verwan for an av. Lead of 65 Km= 1121.40cum @ 1.80t / cum = 2018.52 t

unloading of Cement by manual means = 358.20T

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Road from Natonal Highway ( NH-1A) to Gawlta .Cost Estimate For Construction of Kacha Drain/ catch water Drain . Length =400 Rm Length Of Road 10 Km Package No :- JK03 Block :- Uri District :- Baramulla

Description of Item No Unit Quantity

1 2 3 4 5 6 7 8 9 101

4000.00 0.60 0.60 cum 1440 162.89 2.35Total 2.35 lacs

S No Length (M)Bradth (M)

Depth / Height (M)

Rate

Amount in Lacs

Earth work in excevation in trenches as per drawing and Technical Specifications clause 305.1 inc. setting out, construction of shoringand bracing , removal of stumps and other dleterious material and diposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Road from Natonal Highway ( NH-1A) to Gawlta .Cost Estimate For Construction of Cement Concreate Drain . Length =6000 Rm

PRADHAN MANTRI GRAM SADAK YOJANA Construction of Road from Natonal Highway ( NH-1A) to Gawlta .Cost Estimate For Construction of Kacha Drain/ catch water Drain . Length =400 Rm

PRADHAN MANTRI GRAM SADAK YOJANA Construction of road from NH- IA to GAWALTALength 10.0 Kms Pakage No JK :- BLOCK :- URI District Baramulla

COST ESTIMATE FOR CONSTRUCTION OF RCC CULVERT ( 3.0 M SPAN )

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 cum

B ) Return Walls cum

Total 95.70 4204.23 4.03

6

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

6.0 6.0 6.0

6.0

2.05 1.75 1.45

0.80

0.60. 0.60

0.60 1.50

14.76 12.20 10.44

14.40

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 form 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 18.0B ) Return Walls 4 2.50 .1.0 1.50 cum 15.0

Total 33.0cum 493.33 1.1610 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

6.0 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 for M-20 cement concrete = 89 % of 95.70cum = 85.17cum

Total =101.91 cum 101.91 43.27 0.05

Surface road (60kms ) tkm 11006.40 4.03 0.45

Kacha Road (5 kms ) tkm 917.20 9.76 0.09

11 unloading of Stone Agg cum 101.91 8.50 0.01

12 Loading of sand by manual means

Total =51.52 cum 51.52 71.65 0.0413

Surface road (75 Kms) tkm 6182.25 4.03 0.25Kacha Road (5 kms ) tkm 414.15 9.76 0.04

14 Unloading of sand cum 51.52 71.65 0.0414 Loading of cenent by manual means

for M25 cement concrete = 89% of 12.98 = 11.55 cum

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

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

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

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 q

Surface road (140 kms ) tkm 6677.25 4.03 0.27Kacha Road (5 kms ) tkm 230.25 9.76 0.02Unloading of cemnet by manual means = 46.05 t t 46.05 89.00 0.04

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

Surface road (140 kms ) tkm 182.00 4.03 0.01Kacha Road (5 kms ) tkm 6.50 9.76 0.001

19 Unloading of steel by manual means = 1.30 t t 1.30 95.06 0.001Total 9.382

for M25 cement concrete = 12.98cum @ 5.0q / cum =64.90 = 460.53q

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 NH -1A to GAWALTA "COST ESTIMATE FOR CONSTRUCTION OF HUME PIPE CULVERTS, (1000mm dia) .

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

Total 1335.13 162.89 2.182

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 .

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

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

Total 291.50 47.05 0.146 Form work of ordinary timber

Catch Pit 22 x 4 1.50 2.00 sqm 264.00

(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.

cradle 22 x 2 7.50 0.53 sqm 181.50parapet 22 1.0 2.40 sqm 52.80

Total: 498.30 300.00 1.507

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 3.83

9 Loading of stone Agg. by mech. Means

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

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

Unloading of stone Agg by mech means cum 107.86 8.50 0.01Loading 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 0.10

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

Haulage of stone Agg. from veerwan for 65 km Av lead = 107.86 cum @ 1.80t/ cum =194.15t

Surface road 75 kms tkm 16476 4.03 0.66Kacha Road 5 kms tkm 1098 9.76 0.11Unloading of sand by mech means cum 137.30 71.65 0.10

11 Loading of cement by manul means

total t 47.67 89.00 0.04

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

Unloading of cement t 47.67 89.00 0.0412 - - - NO 66.00 59.54 0.44

16

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

18 no 66 284.29 0.19Total 32.28

Cost for one Such pipe culvert = 1.47 lacs

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

M -10 cement concrete = 118.47cum @ 2.20q / cum = = 260.63 q

1:6 Masonery = 233.20 cum @ 0.83Q / cum =193.56q

pointing 1:3 mortor = 291.20 sqm @ 0.017 q/ sqm = 4.95 q

coping = 110Rm @ 0.016q / Rm = =17.60q = 476.74 q

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

Loading of RCC Span pipe = 66 no @ 59.54 / No = 0.44

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

Assistant Executive Engineer Executive Engineer

PRADHAN MANTRI GRAM SADAK YOJANA

Pakage No JK :- District Baramulla

COST ESTIMATE FOR CONSTRUCTION OF RCC CULVERT ( 3.0 M SPAN )

Sheet1 salamabadSheet2 salamabadconcreate drainRCC calvert