p.karrivaniaplem foot bridge estimate

DISTRICT : SRIKAKULAM

CIRCLE : SRIKAKULAM

DIVISION : TEKKALI

SUB-DIVISION : ICHAPURAM

MANDAL : KAVITY

PANCHAYATRAJ ENGINEERING DEPARTMENT

RE-CONSTRUCTION OF FOOT BRIDGE AT P.KARRIVANIPALEM

ESTIMATED COST:-Rs.20.00 lakhs

DETAILED ESTIMATE

Name of the work:-Re-Construction of Foot Bridge at P.Karrivanipalem, Est.Cost:Rs.20.00 lakhs

As per the instructions of the instructions of the Dy.Exe.Engineer,PR,Ichapuram and as per the

request of the Hon'ble M.L.A,Ichapuram, an estimate is prepared for the work"Re-Construction of Foot Bridge at

P.Karrivanipalem",Est.Cost.Rs.20.00 lakhs.

The existing foot bridge,which was constructed about 20 years back, is completely damaged.

Hence the public of Pedda Karrivanipalem village are facing much difficulty to cross the Beelabatti channel to access

their fields located on the other side.The photo graphs of the existing damaged foot bridge are herewith enclosed.

One foot bridge with 1.80m width is proposed on Beelabatti Channel at P.Karrivaniaplem village

to provide access to the villagers to reach agricultural fields on the other side of the channel.The total length of the

proposed bridge is 30m.Both the Hydraulic&Structural designs are herewith enclosed.

As such,an estimate is prepared with the following provisions :-

1.Dismatling of damaged foot bridge.

2.Foundations are taken upto the full scour depth

3.Individual footings are proposed at a depth of 3.00m from Low Bed Level(LBL)

4.Both U/S and D/S aprons are proposed with cut-off walls to protect Channel Bed.

5.Solid circular piers are proposed with 0.50m dia

6.Hammer head type bed blocks are proposed to support the deck slab on piers.

7.T-Beam type deck slab is proposed with effective span of 6.00m

8.Provision is made for wearing coat&Hand rails

9.Sulphate Resisting Cement is proposed along with Epoxy coating to the reinforcement

The estimate is prepared as per the current SSR,i.e.2008-2009 rates and the work will be carried

out as per APDSS after obtaining administrative sanction.

Asst.Executive Engineer Deputy Exe.Engineer

PR(spl),Ichapuram PR,Ichapuram

SPECIFICATION REPORT

As per the instructions of the instructions of the Dy.Exe.Engineer,PR,Ichapuram and as per the

The existing foot bridge,which was constructed about 20 years back, is completely damaged.

Hence the public of Pedda Karrivanipalem village are facing much difficulty to cross the Beelabatti channel to access

their fields located on the other side.The photo graphs of the existing damaged foot bridge are herewith enclosed.

One foot bridge with 1.80m width is proposed on Beelabatti Channel at P.Karrivaniaplem village

to provide access to the villagers to reach agricultural fields on the other side of the channel.The total length of the

The estimate is prepared as per the current SSR,i.e.2008-2009 rates and the work will be carried

SPECIFICATION REPORT

Name of the Work:-Re-Construction of Foot Bridge at P.Karrivanipalem

Rattakanna

HBG Quarry

229/5

1.5Km Ichapuram

223/8 5Km

Edupuram

5.2 Km

0/0

Rajapuram Quarry 15/8 Kavity

Gravel&OTG Ch.Karrivanipalem

3/6

0/0

Sompeta

Assistant Exe.Engineer Deputy Exe.Engineer

PR,Ichapuram PR,Ichapuram

Quarry Chart

Bahuda River

Sand

23/5

Ch.Karrivanipalem

(Proposed bridge

site)

Baruva

Quarry Chart

Name of the work:-Re-Construction of Foot Bridge at P.Karrivanipalem

Est.Cost:Rs.20.00 lakhs

S.No Description of item Nos Quantity Rate Per

Length Bredth Depth

1 Dismantling clearing away and carefully stacking materials useful for reuse for Brick masonry

including all labour charges etc.complete

For columns 1X8 0.90 2.00 2.40 34.56 192.24 1.00Cum

Construction of Foot Bridge:-

2 Earth work exacavation and depositing on bank with an initial lead and lift in loamy&clayey soils

like Black Cotton soils,red earth etc complete including dewatering below low water level

for foundations of PIERS&APRONS

Piers 1X6 3.00 3.00 3.00 162.00Cum

D/S Cut off walls 1X1 30.00 0.90 1.20 32.40Cum

U/S Cut off walls 1X1 30.00 0.90 1.20 32.40Cum

D/S Apron 1X1 30.00 3.00 0.75 67.50Cum

U/S Apron 1X1 30.00 3.00 0.75 67.50Cum

361.80Cum 327.16 1.00Cum

3 Providing aprons with jeddy stone of 450mm to 600mm size including cost,seinorage and

conveyance of all materials including all labour charges etc.complete

D/S Apron 1X1 30.00 3.00 0.45 40.50Cum

U/S Apron 1X1 30.00 3.00 0.45 40.50Cum

81.00Cum 789.22 1.00Cum

4 Cement Concrete(1:4:8) mix using 40mm HBG chips including cost and conveyance of all materials

and all labour charges including machine mixing charges

Piers 1X6 3.00 3.00 0.30 16.20Cum

D/S Cut off walls 1X1 30.00 0.90 0.15 4.05Cum

U/S Cut off walls 1X1 30.00 0.90 0.15 4.05Cum

D/S Apron 1X1 30.00 3.00 0.15 13.50Cum

U/S Apron 1X1 30.00 3.00 0.15 13.50Cum

51.30Cum 2776.29 1.00Cum


and all labour charges including machine mixing charges for

Approach slab 1X2 3.6 2.00 0.15 2.16Cum

Aprons 1X2 30 3.00 0.15 27.00Cum

29.16Cum 4629.85 1.00Cum



D/S Cut off walls 1X1 30.00 (0.75+0.30)/2 1.05 16.70Cum

U/S Cut off walls 1X1 30.00 (0.75+0.30)/2 1.05 16.70Cum

33.39Cum 3947.18 1.00Cum

7 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all

materials and all labour charges including machine mixing and vibrating charges but excluding cost and

fabrication charges of steel for foundations of piers including bailing out of water and formation of bunds for

diversion of water,if necessary etc.complete

Rectangular portion 1X6 2.50 2.50 0.30 11.25Cum

Trapezoidal portion 1X6 (2.5+0.7)/2 (2.5+0.7)/2 0.10 1.54Cum

12.79Cum 6531.19 1.00Cum

8 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials

DETAILED-CUM-ABSTRACT ESTIMATE

Measurements


Length Bredth Depth

Measurements

and all labour charges including machine mixing and vibrating charges but excluding cost and

fabrication charges of steel for piers,hammer head bed blocks including bailing

out of water and formation of bunds for diversion of water,if necessary etc.complete

Piers (22/28)*6 0.50 0.50 6.12 7.21Cum

Hammer head bed blocks 1X6 0.50 (1.2+0.5)/2 0.60 1.530Cum

8.736Cum 6685.39 1.00Cum



fabrication charges of steel for bed blocks,backing walls,bearing pedastals including bailing


Bearing pedastals 1X6 0.83 0.42 0.15 0.314Cum

0.314Cum 6592.87 1Cum

10 Supplying and fixing of fully moulded type Neoprene Rubber Bearing of 500X320X84mm size

including the cost and conveyance of bearings and labour charges for fixing the same in position

confirming to specifications stipulated in specification for bridges and road works of MOST

drawings.

Piers 1X6 63.00 22.00 6.10 50727.60cc

50727.60cc 0.70 1.00cc



fabrication charges of steel for Beams of bridge.

Main beam 1X1 30.00 0.30 0.750 6.750Cum 7867.59 1Cum



fabrication charges of steel for Super structure DECK SLAB.

Deck slab 1X5 6.00 1.80 0.175 9.450Cum 7404.99 1Cum

13 VRCC(1:1:2) mix using 20mm HBG chips including cost and conveyance of all materials


fabrication charges of steel for wearing coat

Over Deck slab 1X5 6.00 1.80 0.080 4.320Cum 7585.18 1Cum



fabrication charges of steel for hand rails&hand posts

Over Deck slab 1X5 6.00 ---- ---- 30.00m

30.00m 1404.74 1.00m

15 Cost supply and fabrication charges of steel including cost of binding wire and all labour charges etc.complete

11000Kg 62.40 1Kg

16 Providing expansion joints including cost and conveyance of all materials from approved

source to site fabricated with 2 Nos.MS angles of size 75X75X6mm for 7.5m 1 No.MS plate

of 140X6mm for 7.5m 200 Nos.of 12mm dia MS iron anchor bars of 30.6 Cms and

nuts including welding of MS plate and MS angles and also welding MS anchor bars and

fitting with anchor bolts and nuts including all labour charges for cutting,fixing and painting

the exposed faces of MS angles with anti corrosive paint including 4% TOT

1X4 ---- ---- ---- 4Nos 2097.20 1Nos

17 Drilling of 150mm dia conformatory bore holes below water level in all types of soils at each

pier and abutment locations to required depth(excluding refusal strata) including transport

of boring craft and all other accessories to site,providing boring platform,drilling,insertion of

150mm dia MS casing pipe for collection of disturbed/undisturbed soil samples at 1.50m

interval or at the change strata for conducting various tests as per specifications,removing


Length Bredth Depth

Measurements

casing pipe after completing boring works,incidental royalties etc.complete as per MOST

technical specification No.2400

1X4 15.00 ---- ---- 60.00m 650.00 1.00m

18 Provision for Caution Boards. --------------LS--------------------

19 Provision for Price escalation&Variation of rates@10% --------------LS--------------------

20 Provision for engaging technical [email protected]% --------------LS--------------------

21 Provision for [email protected]% --------------LS--------------------

22 Provision for Q.C.Inspection [email protected]% --------------LS--------------------

23 Provision for investigation [email protected]% --------------LS--------------------

24 Provision for preparation of detailed estimate@1% --------------LS--------------------

25 Provision for unforeseen items --------------LS--------------------

TOTAL



Est.Cost:Rs.20.00 lakhs

Amount

6644

118367

63927

142424

135006

131796

83508 12.79Cum 100 1278.6

DETAILED-CUM-ABSTRACT ESTIMATE

Amount

58406 8.736Cum 200 1747.26

0.314Cum 200 62.748

2068

35509

53106 6.750Cum 200 1350

69977 9.450Cum 150 1417.5

32768 4.320Cum 200 864

3 200 600

42142

686396

8389

Amount

39000

10000

171279

42392

9420

9454

9454

18841

19727

2000000

Name of the work:-Re-Construction of Foot Bridge at P.Karrivaniaplem

Est.Cost:-Rs20.00 lakhs

S.No Description of item Name of the quarry Initial Conveyance Seinorage Blasting Machine Deduct Total

MR CT Total Cost charges crushing stacking

charges

1 Gravel Rajapuram 8.80 0.00 8.80 56.00 148.00 20.00 0.00 0.00 (-)11.00 213.00

2 Sand for filling Bahuda River 11.30 0.00 11.30 60.00 166.00 36.00 0.00 0.00 (-)11.00 251.00

3 Sand for Mortar Bahuda River 11.30 0.00 11.30 175.00 166.00 36.00 0.00 0.00 (-)11.00 366.00

4 Rough stone OTG for revetment Rajapuram 8.80 0.00 8.80 95.00 168.00 45.00 0.00 0.00 (-)17.40 290.60

5 40mm HBG metal-SS5 J.L.Kota 23.50 0.00 23.50 500.00 257.00 45.00 70.00 0.00 (-)17.40 854.60

6 20mm HBG metal-SS5 J.L.Kota 23.50 0.00 23.50 845.00 257.00 45.00 70.00 211.25 (-)17.40 1410.85

7 Jeddy stone for aprons 450 to 600mm size Rajapuram 8.80 0.00 8.80 156.00 168.00 45.00 0.00 0.00 (-)17.40 351.60

Certified that the above leads are correct to the best of my knowledge



Lead in Kms

LEAD STATEMENT

DESIGN OF FOOT BRIDGE

Name of the work:-Re-Construction of Foot Bridge at P.Karrivanipalem

Est.Cost:- Rs.20.00 lakhs

S.No Quantity Description Rate Per Amount

1 Dismantling clearing away and carefully stacking materials useful for reuse for Brick masonry

including all labour charges etc.complete

1.00Cum Dismantling 187.00 1.00Cum 187.00

Add [email protected]% 5.24

TOTAL 192.24

2 Cement Mortor (1:3) (1:5) (1:6)

1.00Cum Cost of sand 366.00 366.00 366.00

7200/1MT Cost of SR Cement 3456.00 2073.60 1728.00

1.00Cum Mixing charges 28.00 28.00 28.00

3850.00 2467.60 2122.00



0.92Cum Cost of 40mm HBG metal 854.60 1Cum 786.23

0.46Cum Cost of sand 366.00 1Cum 168.36

166.00Kg Cost of cement 7200.00 1000Kg 1195.20

1.00Cum Labour charges 505.88 1Cum 505.88

1.00Cum Machine mixing charges 45.00 1Cum 45.00


2776.29







1.00Cum Centring charges 700.00 1Cum 700.00


1.00Cum Vibrating charges 43.00 1Cum 43.00


3947.18

5 Rough stone packing for revetment with concrete grouting using CC(1:2:4) using 300mm size Rough

stone including cost and conveyance of all materials and all labour charges etc.complete.

1.10Cum Rough stone 300m for revetment 290.60 1Cum 319.66


0.25Cum CC(1:4:8) 4343.74 1Cum 1085.94


1809.28

6 Cost supply and fabrication charges of steel including cost of binding wire and all labour charges etc.

complete

1.00Kg Cost and supply of Fe415 Steel 51.70 1.00Kg 51.70

1.00Kg Fabrication charges 9.00 1.00Kg 9.00


TOTAL 62.40

7 Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in loamy and clayey

soils in wet and slushy conditions including shoring,shuttering and bailing out of water

1.00Cum Earth work excavation 37.50 1.00Cum 37.50

1.00Cum Add 50% for foundation excavation 18.75 1.00Cum 18.75

DATA SHEET


1.00Cum Add Bailing out water(2 to 3m) deep 80.00 1.00Cum 80.00

1.00Cum Shuttering charges of materials 15.00 1.00Cum 15.00

1.00Cum Shoring charges including cost of materials85.00 1.00Cum 85.00

1.00Cum Fixing charges for shuttering,shoring&strutting 62.00 1.00Cum 62.00

1.00Cum Seinorage Charges 20.00 1.00Cum 20.00


327.16


and all labour charges including machine mixing charges for Approach Slab








4629.85



fabrication charges of steel for foundation including

bailing out of water and formation of bunds for diversion of water,if necessary etc.complete







1.00Cum Vibrating Charges 43.00 1Cum 43.00


6531.19



fabrication charges of steel for piers,abutments,hammer head bed blocks and return walls including

bailing out of water and formation of bunds for diversion of water,if necessary etc.complete









6685.39



fabrication charges of steel for bed blocks,backing walls,bearing pedastals including bailing










6592.87


12 Supplying and fixing of fully moulded type Neoprene Rubber Bearing of 500X320X84mm size

including the cost and conveyance of bearings and labour charges for fixing the same in position

confirming to specifications stipulated in specification for bridges and road works of MOST

drawings.

13440 50*32*8.4cc provisional rate 1.10 1.00cc 14784.00

Add VAT@4% 591.36

15375.36



fabrication charges of steel for Beams of bridge.









7867.59



fabrication charges of steel for deck slab of bridge.









7404.99



fabrication charges of steel for wearing coat









7585.18



fabrication charges of steel for hand rails&hand posts










8073.19

Per RM 1404.74

17 Providing aprons with jeddy stone of 450mm to 600mm size including cost,seinorage and

conveyance of all materials including all labour charges etc.complete

1.10Cum Cost of Jeddy stone 351.60 1Cum 386.76



789.22

18 Providing expansion joints including cost and conveyance of all materials from approved

source to site fabricated with 2 Nos.MS angles of size 75X75X6mm for 7.5m 1 No.MS plate

of 140X6mm for 7.5m 200 Nos.of 12mm dia MS iron anchor bars of 30.6 Cms and

nuts including welding of MS plate and MS angles and also welding MS anchor bars and

fitting with anchor bolts and nuts including all labour charges for cutting,fixing and painting

the exposed faces of MS angles with anti corrosive paint including 4% TOT

1Rmt Provisional rate 2097.20 1Rmt 2097.20

19 Providing 100mm dia AC pipe for weep holes at 1m c/c in both horizontal and vertical

directions so that the weep holes in each horizontal row staggered from the weep holes

lying immediately above and below for abutmentys and wing walls including cost and

conveyance of AC pipe and labour charges for cutting to required length,placing the pipe

with a slope of 1:20 towards retaining face etc.complete for finished item of work

1Rmt Cost of 100m AC pipe Cl-15 167.35 1Rmt 167.35

Add CED@12% 20.08


Add Conveyance @6% 10.04

Add for cutting&positioning 1.58

204.30

20 Drilling of 150mm dia conformatory bore holes below water level in all types of soils at each

pier and abutment locations to required depth(excluding refusal strata) including transport

of boring craft and all other accessories to site,providing boring platform,drilling,insertion of

150mm dia MS casing pipe for collection of disturbed/undisturbed soil samples at 1.50m

interval or at the change strata for conducting various tests as per specifications,removing

casing pipe after completing boring works,incidental royalties etc.complete as per MOST

technical specification No.2400

1Rmt Provisional rate 650.00 1Rmt 650.00



VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials

VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials

p.karrivaniaplem foot bridge estimate

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