Model Est for Cc Roads

Grant:

Admn.Sanction: G.O.Rt.No.1393 , dt: 15-09-2010 of P.R & R.D (PROGS.I A) Department.

Sl,No Village Name of the work

1 Varahapuram

2

3

4 Providing CC Raod From G.Babu (H) to M Ajit (H) in Varahapuram (V).

5

6

7

8

9

10 Providing CC Raod From A.Jakraiah (H) to Y.James (H) in Varahapuram (V).

1 Kuchellapadu Providing CC road from P.T Office (South side) to Z.P Raod in Kuchellapadu

2

1 Zampani Providing CC road from A Gangaraju (H) to G Channaiah(H) in Zampani (V).

2

3 Providing CC road from D Salmon (H) to K Subba Rao (H) in Zampani (V).

1 Peravali Providing internal CC roads in Peravali Vilalge.

2 Providing CC roads in B.C colony of Peravali Village

3 Providinng CC roads in B.C Colony of Peravali Village.

Providing CC Raod From K Subba Rao (H) to P Venkateswara Rao (H) in Varahapuram (V).

Providing CC Raod From G.Lakshmi(H) to Y Vasantha Rao (H) in Varhapuram (V).

Providing CC Raod From Y.Raju (H) to Y Vasantha Rao (H) in Varahapuram (V).

Providing CC Raod From S.Kotaiah to G Nageswara Rao (H) in Varahapuram (V).

Providing CC Raod From M.Hanumanthu Rao (H) to J.Ganapathi (H) in Varahapuram(V).

Providing CC Raod From M.Subba Rao (H) to Anganwadi Centre in Varahapuram(V).

Providing CC Raod From J.Nagamalleswara Rao (H) to G.Neelambaram (H) in Varahapuram(V).

Providing CC Raod From A.Yesuratnam (H) to P.Abraham (H) in Varahapuram(V).

Providing CC road from Ramalayam Temple to P.T Office via., K Srinu (H) in Kuchellapadu.

Providing CC road from R.Lokanadha Rao(H) to Ch.Venkateswara Rao (H) Zampani(V).

1 Vemuru Constuction of Meeting hall in MPP Compound of Vemuru (V&M).

Est.cost

5.00

4.60

4.60

3.00

3.00

2.60

2.20

4.80

3.00

3.00

5.00

5.00

2.75

3.00

4.90

5.00

5.00

3.00

ORIGINAL ESTIMATE

NAME OF THE WORK:

ESTIMATE COST:- 5.00 Lakhs

GRANT: M.N.P

ADMN SANCTION:-

TECH SANCTION:-

PANCHAYAT RAJ DEPARTMENT

DIVISION:TENALI SUB-DIVISION:- VEMURUMANDAL:- Vemuru

Providing CC road from P.T Office (South side) to Z.P Raod in Kuchellapadu

Vide GO.Rt.No:1393 , dt:15-09-2010, of P.R&R.D (progs. I A) Dept.,HYD.

SPECIFICATION REPORT

Name of the WorK : Providing CC road from P.T Office (South side) to Z.P Raod in Kuchellapadu

Est.cost : Rs 5.00 Lakhs

Grant : M.N.P

Ref. to Admn.Sanction : Vide GO.Rt.No:1393 , dt:15-09-2010, of P.R&R.D (progs. I A) Dept.,HYD.

1

2

3

4

5

6 Q.C.Charges at 0.5%

7 Provsion for VAT at 4%.

8 Provision for Insurance charges at 0.37%.

9 Unfore seen items such as filling the low laying areas with gravel etc complete.

Deputy Executive Engineer Asst.Executive EngineerP.R.I Sub division Vemuru P.R.I Sub division Vemuru.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side

Filling in foundation trenches with sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and techni

Providing CC pavement of 170 mm thickness with M30 grade concrete by providing Contraction and Expansion joints with Joint fillers ( sand and B.T) and Mastic pads of 25.40 mm thickness as per technical specifications.

Filling the side berms with gravel including cost and conveyance of all materials and labour charges and drawings and technical specifications etc, complete for side berms

Nessasary provisions are made in this estimate for un foreseen items and the work will be executed as per APDSS and the estimate is prepared with SSR 2009-10

Main_Est

DETAILED CUM ABSTRACT ESTIMATE

Name of the work:Providing CC road from P.T Office (South side) to Z.P Raod in Kuchellapadu

Grant M.N.P Est.Cost: Rs. 5.00 Lakhs

Description of item NosMeasurements

Quantity Rate/Per AmountL B D

1 2 3 4 5 6 7 8 9

1

From Ramalayam to P.T office 2 77.00 0.23 0.45 15.94

for cros wall at the end of road 1 3.29 0.23 0.45 0.34

Abutments for slab culvert 2 7.50 0.60 0.75 6.75

23.03 122.70 2826Cum 1Cum

2

From Ramalayam to P.T office 2 77.00 0.23 0.15 5.31for cros wall at the end of road 1 3.29 0.23 0.15 0.11for levelling of surface 1 77.00 3.29 0.150 38.00


44.77 386.40 17299

Cum 1Cum3

Shoe wall for cc pavement Below GL 2 77.00 0.23 0.30 10.63for cros wall at the end of road 1 3.29 0.23 0.30 0.23


12.21 3365.50 41093Cum 1Cum

Shoe wall for cc pavement Above GL 2 77.00 0.23 0.150 5.31for cros wall at the end of road 1 3.29 0.23 0.150 0.11

5.42 3500.10 18971Cum 1Cum

5

P.C.C grade M 15

Abutments for slab culvert 2 7.50 (0.45+0.30)/2 0.45 2.53

2.53 3968.90 10046Cum 1Cum

Sl. No




Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH

Nominal mix (1:2.5:5) using CC Mixer (MORD)

Main_Est



1 2 3 4 5 6 7 8 9

Sl. No

6

R.C.C. Grade M 30 Design MixFor solid slab 1 7.50 1.20 0.20 1.80

1.80 5556.50 10002Cum 1Cum

7

Steel for solid slab 1 300.00 300.00300.00 45.01 13502

Kgs 1Kgs

4

From Ramalayam to P.T office 1 77.00 3.75 0.17 49.09

49.09 5273.20 258861Cum 1Cum

5

2 77.00 0.60 0.25 23.10 403.80 9328Cum 1Cum

6 Provision for CD Works: 61360C/0 Pipe culvert: As per sub estimate

7 Provision for Retaining Wall:As per sub estimate 33445

476733

8 Add VAT @ 4 % 19069

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding VAT

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Filling the side berms with gravel including cost and conveyance of all materials and labour charges and drawings and technical specifications etc, complete for side berms

Main_Est



1 2 3 4 5 6 7 8 9

Sl. No

9 Q.C.Charges at 0.5% 2384

10 Provision for insurance charges 0.37% 1764

11 Unfore seen items if any 50

500000

Deputy Executive Engineer P R I: sub-division :

VemuruAssistant Executive Engineer

P R I: Spl Works : Vemuru

Sub_Est_PC

Sub-Estimate-Pipe Culvert


Est.Cost: Rs. 5.00 Lakhs



1 2 3 4 5 6 7 8 9

1

Body wall on both sides of the pipe 2 3.00 0.90 1.05 5.67

Below 600 mm dia., pipes 1 6.15 1.00 0.40 2.46

8.13 122.70 998Cum 1Cum

2

Body wall on both sides of the pipe 2 3.00 0.90 0.15 0.81

Below 600 mm dia., pipes 1 6.30 1.00 0.15 0.95

1.76 386.40 680

Cum 1Cum

3

2 3.00 0.90 0.15 0.81

0.81 3365.50 2726Cum 1Cum

4

Bedding for Pipe

P.C.C grade M 15 (MORD)Below 600 mm dia., pipes 1 6.30 1.00 0.10 0.63

0.63 3372.10 2124Cum 1Cum

5

P.C.C grade M 15

2 3.00 (0.75+0.60)/2 0.60 2.43

Sl. No




Levelling course below body walls(Bed concrete)


(i) Type A (Concrete Cradle) Bedding



Body wall on both sides of the pipe upto G.L

Sub_Est_PC



1 2 3 4 5 6 7 8 9

Sl. No

1 6.30 1.00 0.60 3.78

Above GL 2 3.00 (0.60+0.45)/2 0.600 1.892 3.00 0.30 0.600 1.08

9.18 3968.90 36435Cum 1Cum

6

1 7.50 - - 7.50 2284.70 17135RM 1RM

8

1 7.50 - - 7.50 52.70 395RM 1RM

10

On both sides of the body walls 2 3.00 1.50 9.00

Front faces 4 0.30 0.60 0.72

4 0.53 0.45 0.9510.67 61.90 660Sqm 1Sqm

11

On both sides of the body walls 2 3.00 1.50 9.00

Front faces 4 0.30 0.60 0.72

4 0.53 0.45 0.95

10.67 19.40 207

Sqm 1Sqm

Total Rs. 61360

Alround the pipe for 600 mm dia., pipe

Parapet wall on both sides of the pipe

Cost and supply of 600 mm dia RCC NP3 Pipes including cost and conveyance of all materials and labour charges etc, complete for road crossing of drainage water

Laying and jointing of RCC 600mm dia pipes including collars and labour charges etc, complete for road crossing of drainage water

Plastering with cement mortar (1:5), 12 mm thickness as per technical specification 1300 & 2200 MORTH

White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials for inside portion of the culvert body walls/retaing walls.

Deputy Executive Engineer P R I: sub-

division : VemuruAssistant Executive Engineer


Sub_Est_RW

Sub - Estimate - Retaining WallName of the work:Providing CC road from P.T Office (South side) to Z.P Raod in Kuchellapadu




1 2 3 4 5 6 7 8 9

1

Retailing wall 1 12.00 0.65 1.20 9.36

9.36 122.70 1148Cum 1Cum

2

Sand filling:Retaining wall 1 12.00 0.65 0.15 1.17

1.17 386.40 452

Cum 1Cum

3

VCC M10 concrete, CC(1:3:6).Leveling course (Bed concrete). 1 12.00 0.65 0.15 1.17

1.17 3365.50 3938Cum 1Cum

4

VCC M15 Concrete, CC(1:2.5:5).Below GL 1 12.00 (0.50+0.35)/2 0.90 4.59

Above GL 1 12.00 (0.35+0.23)/2 0.600 2.09

6.68 3968.90 26512Cum 1Cum

5

Above G.L 1 12.00 1.43 17.16

17.16 61.90 1062sqm 1sqm

Sl.No






Sub_Est_RW



1 2 3 4 5 6 7 8 9

Sl.No

6

Above G.L 1 12.00 1.43 17.16

17.16 19.40 333sqm 1sqm

Total: 33445





DETAILED DATAS



S. No Description Unit Rate Rs.

1 2 3 4 5 6

RB

R-F

ND

N-1

1 Excavation for Structures

(I) Ordinary soil

(A) Manual Means

(i) Upto 3 m depth

Unit = cum

Taking output = 10 cum

Mazdoor (Unskilled) day 3.64 196.00 713.44

Add 20% MAA on Labour 142.69. Add seignorage charges 1.00Cum 10.00 22.00 220.00

Cost for 10 cum = a+b+c 1076.13

Contractors profit 14% 150.66

1226.79

Rate per cum = (a+b+c)/10 122.68

122.70

RB

R-F

ND

N-2

2

I Sand filling SandUnit = cum

Mazdoor (Unskilled) day 0.31 196.00 60.76Add 20% MAA on Labour 12.15b) MaterialSand /Gravel cum 1.00 265.97Rate per cum = a+b+c+d 338.88Contractors profit 14% 47.44

386.32386.40./cum

RB

R-F

ND

N-4

3

I P.C.C grade M 10

Index-code

Quantity

Amount Rs.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H

a) Labour


a) Labour

Providing concrete for plain/reinforced concrete in open foundations using 40/20/10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and techni


1 2 3 4 5 6

Index-code

Quantity

Amount Rs.

RB

R-F

ND

N-4

(i) Nominal mix 1:3:6 below GLUnit = cum(a) MaterialCement t 0.22 4600.00 1012.00Coarse sand cum 0.45 415.97 187.1840mm HBG Metal cum 0.6 1110.27 666.1620mm HBG Metal cum 0.3 1540.27 462.08Water kl 1.2 70.00 84.00(b) Labour Mason (1st Class) day 0.1 258.00 25.80Mazdoor (Unskilled) day 1.39 196.00 272.44Add 20% MAA on Labour 59.65(c) Machinery

hour 0.40 345.00 138.00

Water tanker 6 kl capacity hour 0.13 345.00 44.854.00%

2952.16Contractors profit 14% 413.30Rate per cum = a+b+c+d+e+f 3365.46

Cement Concrete Pavement 3365.50./cum

RB

R-F

ND

N-4

4 4) II Bedding for Pipe iii (i) Type A (Concrete Cradle) Bedding

P.C.C grade M 15 (MORD)

Unit = cum(a) MaterialCement t 0.275 4600.00 1265.00

Coarse sand cum 0.48 415.97 199.66

40 mm aggregate cum 0.48 1110.27 532.93

20 mm aggregate cum 0.24 1540.27 369.66

10 mm aggregate cum 0.08 1185.27 94.82

(b) Labour Mate day -Mason (1st Class) day 0.10 258.00 25.80


Add 20% MAA on Labour 59.65(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 345.00 138.00

2957.96

4.00% 0.00

2957.96

e&f) Overheads & Contractors Profit 414.12

Rate per cum = a+b+c+d+e+f 3372.083372.10

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with load cell.

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Nominal mix (1:2.5:5) (Mechanical Mixer)

d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)


1 2 3 4 5 6

Index-code

Quantity

Amount Rs.

RB

R-S

BS

T-5

5

For height upto 5 mUnit = cumP.C.C grade M 15

Unit = cum(a) MaterialCement t 0.275 4600.00 1265.00

Coarse sand cum 0.480 415.97 199.66

40 mm aggregate cum 0.480 1110.27 532.93

20 mm aggregate cum 0.240 1540.27 369.66

10 mm aggregate cum 0.080 1185.27 94.82

(b) Labour Mate day -Mason (1st Class) day 0.100 258.00 25.80


Add 20% MAA on Labour 59.65(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.400 345.00

3164.9610.00% 316.50

3481.46e&f) Overheads & Contractors Profit 487.40Rate per cum = a+b+c+d+e+f 3968.87

3968.90

5) I) i


Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

Coarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view


(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)


1 2 3 4 5 6

Index-code

Quantity

Amount Rs.

RB

R-C

CP

V-5

6

Unit = cumTaking output = 75 cum (172.50 t)(100 x 3.75 x 0.200)

Mason (1st class) day 5.00 258.00 1290.00Mason (2nd class) day 5.00 237.00 1185.00Mazdoor (Unskilled) day 150.00 196.00 29400.00Mazdoor (Skilled) day 6.00 196.00 1176.00Surveyor day 2.00 350.00 700.00Mazdoor (Semi-Skilled) day 6.00 196.00 1176.00

day 1.00 237.00 237.00

Add 20% on Labour 7032.80b) Machinery

hour 36.00 345.00 12420.00

Needle vibrator hour 9.00 108.60 977.40Plate vibrator hour 9.00 40.00 360.00Water tanker 6 kl capacity hour 5.00 345.00 1725.00

hour 2.00 370.00 740.00

c) Material

25mm HBG Metal 45.00 1520.27 68411.97

12mm HBG Metal 22.50 1345.27 30268.49

cum 33.75 415.97 14038.86

Cement @ 390 kg/cum of concrete t 29.25 4600.00 134550.00 Polythene sheet 125 micron sqm 412.50 7.00 2887.50

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

a) Labour

Blacksmith for cutting of dowel bars including removal of burrs , fabrication and fixing of dowel bars.

Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh batcher and suitable capacity calibrated water tank

Air compressor (1 hour initial+1 hour final)

Crushed stone coarse aggregates, grading will be as per Clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum of concrete (25 mm & 12.5 mm blending)

Sand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45 cum/cum of concrete


1 2 3 4 5 6

Index-code

Quantity

Amount Rs.

Kg 0.118 34000.00 4012.00

t 0.005 32453.43 162.27

Liter 19.00 26.00 494.00

m 90.00 5.00 450.00

m 90.00 9.00 810.00

No 483.00 0.50 241.50

litre 122.00 57.00 6954.00

litre 131.25 95.00 12468.75

Water for curing kl 18.00 70.00 1260.00sqm 3.00 461.00 1383.00

336811.54d) Formwork @ 3% of (a+b+c) 10104.35Cost for 75 cum = a+b+c+d+e+f 346915.88Rate per cum = (a+b+c+d+e+f)/75 4625.55Add C P @ 14% 647.58

5273.135273.20

7 Cost of 30mm RCC Pipes

Unit = 1RmCost of pipes as per SSR RM 7.50 763.70 5727.75Cost of collars RM 2.00 112.00 224.00Cost for 7.50 Rm =a+b+c+d 5951.75Rate per RM is ( a+b+c+d )/7.50 793.57Add C P @ 14% 111.10Rate per RM 904.67

904.708 Cost of 450 mm RCC Pipes

Unit = 1RmCost of pipes as per SSR RM 7.50 1182.30 8867.25Cost of collars RM 2.00 214.00 428.00Cost for 7.50 Rm =a+b+c+d 9295.25Rate per RM is ( a+b+c+d )/7.5 1239.37Add C P @ 14% 173.51Rate per RM 1412.88

Mild steel dowel bar 25mm dia of grade S 240.500 mm long 20 Nos. at culvert/bridge slab and at construction joint including 5 percent wastage

(4x20x0.500) + 5 per cent wastage = 42m @ 2.80 Kg per m = 117.6 kg.

Bitumen primer @ 200ml.Per joint for 23 joints(SS-1)

Bituminous sealant 800 ml. Per joint for 23 joints

Jute rope 12mm dia including 5 per cent wastage

Debonding strips 3.75m. (length) x 10mm (width) x 5 mm (thick) cut-out of rubber filter board of similar material including 5 per cent wastage

Polythene sheathing, covering 2/3rd dowel bars (20x23) and tight fit including 5 per cent wastage

Plasticizer 0.5 per cent by weight of cement

Curing compound (if used) @ 0.33 litre per sqm

Joint filler board 20 mm thick as per IS:1838(4 x 3.75 x 0.200 = 3 sqm)

Supply and delivery of RCC NP3 pipes of 300mm dia including collars and conveyance charges etc, complete



1 2 3 4 5 6

Index-code

Quantity

Amount Rs.

1412.909 Cost of 600 mm RCC Pipes

Unit = 1RmCost of pipes as per SSR RM 7.50 1915.00 14362.50Cost of collars No 2.00 334.00 668.00Cost for 7.50 Rm =a+b+c+d 15030.50Rate per RM is ( a+b+c+d )/7.50 2004.07Add C P @ 14% 280.57Rate per RM 2284.64

2284.70

RB

R-P

CV

T-5 10

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)500 mm dia

Mate day -Mason (1st Class) day 0.30 258.00 77.40Mazdoor (Unskilled) day 2.51 196.00 491.96Add MAA @ 20% 113.87b) MaterialSand at site cum 0.04 415.97 16.64Cement at site t 0.036 4600.00 165.60

865.47c&d) Overheads & Contractors Profit 121.17

Cost for 7.5 m = a+b+c+d 986.64Rate per m = (a+b+c+d)/7.5 131.55Note : The labour rate for 300 mm dia shall be decreased by 20% 105.24

105.30

RB

R-P

CV

T-5 11

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)500 mm dia



Laying 300 mm Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet as per Tech Specification No. 1100 MORTH

a) Labour


a) Labour


1 2 3 4 5 6

Index-code

Quantity

Amount Rs.


Cost for 7.5 m = a+b+c+d 986.64Rate per m = (a+b+c+d)/7.5 131.55

131.55

131.60

RB

R-P

CV

T-5 12

(C) 750 mm dia



Cost for 7.5 m = a+b+c+d 493.87Rate per m = (a+b+c+d)/7.5 65.85

52.68

52.70

RB

R-F

ND

N-5

13 Sub Analysis:

5 Cement Mortar (1 : 5)

Unit : 1cumA. MATERIALS:Cement kg. 288.00 4.60 1324.80Sand (including 5% wastage) cum 1.05 415.97 436.76B. MACHINERY- Nil - -C. LABOUR:Man mazdoor for mixing mortar day 0.20 196.00 39.20Add Municipal allowance on labour at 20% 7.84Grand Total 1808.60

1808.70

RB

R-S

BS

T-3

143)c)

Unit = 10 sqmTaking output = 10 sqm(a) Material

cum 0.144 1808.70 260.45

(b) Labour Mate day -Mason 1st Class day 0.500 258.00 129.00


a) Labour

Note : The labour rate for 600 mm dia Hume pipe may be derived from the rates for 750 dia by decreasing 20 per cent


Cement mortar 1:5 (Rate as in item 11.5 II )


1 2 3 4 5 6

Index-code

Quantity

Amount Rs.

Mazdoor (Unskilled) day 0.540 196.00 105.8446.97542.26

c&d) Overheads & Contractors Profit 75.92Rate per 10 sqm = (a+b+c+d) 618.18

61.90

RB

R-S

PS

T-1

15

III R.C.C. Grade M 30 Design MixUnit =cumCase 1: Using Concrete Mixer(a) MaterialCement t 0.407 4600.00 1872.20Coarse sand cum 0.45 415.97 187.1820 mm aggregate cum 0.54 1540.27 831.7410 mm aggregate cum 0.36 1185.27 426.70(b) Labour Mate day -Mason (1st Class) day 0.10 258.00 25.80Mazdoor (Unskilled) day 1.39 196.00 272.44

59.65c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 345.00 138.00Generator 33 KVA hour 0.40 620.00 248.00

4061.71

(I) For solid slab super-structure(i) Height upto 5m

cum 1.00 4061.71 4061.71

d) Formwork and staging of (a+b+c) 20.00% 812.344874.05

e&f) Overheads & Contractors Profit 682.37

Rate per cum = (a+b+c+d+e+f) 5556.425556.50

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH

Note : 1. Water for CC works : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

2. Coarse aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view.

d) For formwork and stagings refer to sub-item (d) of I (II) above

Basic Cost of Labour, Material & Machinery (a+b+c)


1 2 3 4 5 6

Index-code

Quantity

Amount Rs.

RB

R-S

PS

T-2

16

Unit = t(a) Material

t 1.05 34500.00 36225.00

Binding wire kg 8.00 52.00 416.00

Mate day -Blacksmith/ Rod Binder day 3.00 237.00 711.00Mazdoor (Unskilled) day 8.44 196.00 1654.24Add : 20% M.A 473.05c). 39479.29

5527.10Rate per t = a+b+c Rs 45006.39

45006.40

BL

D-C

ST

N-9

-5

17 134

Unit: 10 sqmA. MATERIALS :Whiting / White Cement cum / kg 2.00 14.00 28.00

L.S

B. LABOURBrick Layers / Painter day 0.210 258.00 54.18Mazdoor (unskilled) day 0.320 196.00 62.72Sundries including brushes, ladders, etc., 1.00% 1.17

Add Municipal allowance on labour at 20% 23.38Total cost for 10 sqm 169.45e&f) Overheads & Contractors Profit 23.72

Rate per cum = (a+b+c+d+e+f) 193.1719.40

Certified that work spot is with in 12KM radious from Tenali Muncipal limits only

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding VAT

HYSD bars including 5 per cent for laps and wastage

(b) Labour for cutting, bending, tying and placing in position

Add 14% for Over head charges & Contractors profit (excl. 4%


Gum, conjee water, or prickly pear juice including necessary fire wood




DETAILED DATAS


Rs. 5.00 Lakhs

Remarks

7

./cum

Gravel

60.7612.15

281.27354.1949.59403.77403.80./cum

Remarks

7

Above GL

1012.00187.18666.16462.0884.00

25.80272.4459.65

138.00

44.85118.09

3070.25

429.843500.09

3500.10./cum

./cum

Remarks

7

./cum

./cum

Remarks

7

Remarks

7

./cum

./Rmt

Supply and delivery of RCC NP3 pipes of 300mm dia including collars and conveyance charges etc,


Remarks

7./Rmt

./Rmt

./Rmt


Remarks

7

./Rmt

./Rmt

./cum

./cum

Remarks

7

./10sqm

./sqm

./cum

./cum

Remarks

7

./M.T

./10 sqm

./sqm

Assistant Executive Engineer P R I: Spl Works : Vemuru

Lead _cc road

LEAD STATEMENT

Name of the work: Providing CC road from P.T Office (South side) to Z.P Raod in Kuchellapadu

Est.Cost: Rs. 5.00 Lakhs Grant: M.N.P SSR: 2010-11

Discription of Item Name of Quarry

Conveyance Cost Basic Cost

Total Cost

Init

ial C

har

ges

Net

bas

ic c

ost

1 2 3 4 9 10 11 12 13 14 15 16 17 18 191 Sand for mortar Krishna River 18.40 177.80 -21.83 0.00 155.97 220.00 0.00 0.00 40.00 0.00 260.00 415.97

2 Sand for filling Krishna River 18.40 177.80 -21.83 0.00 155.97 70.00 0.00 0.00 40.00 0.00 110.00 265.97

3 Gravel Vejendala 25.80 238.00 -29.23 0.00 208.77 50.50 0.00 0.00 22.00 0.00 72.50 281.27

4 Aggregates 40 mm nominal size SS5 Lam 49.80 416.40 -51.13 0.00 365.27 500.00 70.00 125.00 50.00 0.00 745.00 1110.27





9 Aggregates 6 mm nominal sizes SS5 Lam 49.80 416.40 -51.13 0.00 365.27 428.00 70.00 107.00 50.00 0.00 655.00 1020.27

10 Quarry dust(Stone dust 2.36 mm below) Lam 49.80 416.40 -51.13 0.00 365.27 236.00 0.00 0.00 50.00 0.00 286.00 651.27

11 Cement Tenali 13.80 0.00 0.00 0.00 0.00 4.60 0.00 0.00 0.00 0.00 4.60 4.60

12 steel (HYSD) Tenali 13.80 0.00 0.00 0.00 0.00 34500.00 0.00 0.00 0.00 0.00 34500.00 34500.00

13 steel (Mild Steel) Tenali 13.80 0.00 0.00 0.00 0.00 34000.00 0.00 0.00 0.00 0.00 34000.00 34000.00

14 Bitumen 60/70 grade Chennai 448.80 1346.40 -165.34 0.00 1181.06 30069.58 Add 4% CST 1202.78 0.00 31272.36 32453.43

15 300 dia. RCC NP3 class Plain ended pipes Tenali 13.80 35.70 0.00 0.00 35.70 728.00 0.00 0.00 0.00 0.00 728.00 763.70

16 450 dia. RCC NP3 class Plain ended pipes Tenali 13.80 46.30 0.00 0.00 46.30 1136.00 0.00 0.00 0.00 0.00 1136.00 1182.30

17 600 mm dia., RCC NP3 class Plain ended pipes Tenali 13.80 70.00 0.00 0.00 70.00 1845.00 0.00 0.00 0.00 0.00 1845.00 1915.00

Certificates :

1. Certified that the above leads are shortest and correct to the best of my knowledge and belief.

2. Certified that the metal is obtained by blasting.

3. Certified that the seigniorage charges and TOT charges are actually payable.

Sl.No

Lead in KM

Ad

d

Con

veya

nce

C

har

ges

Ded

uct

CP

&

OH

(12

.28%

)

Ded

uct

Sta

ckin

g C

har

ges

Net

Con

veya

nce

C

har

ges

Ad

d B

last

ing

char

ges

Mac

hin

e cr

ush

ing

char

ges

@ 2

5%

Ad

d

Sei

gnio

rage

C

har

ges

Ded

uct

Sta

ckin

g C

har

ges

Deputy Executive Engineer P R I: sub-division : Vemuru

Assistant Executive Engineer P R I: Spl Works : Vemuru

Lead _cc road

LEAD STATEMENT

Providing CC road from P.T Office (South side) to Z.P Raod in Kuchellapadu

Units

20./cum

./cum

./cum

./cum

./cum

./cum

./cum

./cum

./cum

./cum

./kg

./M.Tons

./M.Tons

./M.Tons

./cum

./cum

./cum

1. Certified that the above leads are shortest and correct to the best of my knowledge and belief.

2. Certified that the metal is obtained by blasting.

3. Certified that the seigniorage charges and TOT charges are actually payable.

****

Standard Schedule of Rates For the YEAR 2010-11R&B SSR Unit Rate Builiding SSR Unit Rate

HBG (R&B SSR) Gravel/Quarry spoil excluding seignorage (50.50+22.00) cum 50.50

SS items Coarse Sand for filling excluding seignorage (70+40) cum 70.00

- do - 6mm size (SS 5) 428.00 Coarse Sand for Mortor( Un-Screened ) (90+40) cum 90.00

- do - 10mm size (SS 5) 560.00 Fine Sand for mortor( Screened ) ( 220+40) cum 220.00

- do - 12mm size (SS 5) 688.00 Bricks 2nd class of size 230x110x70mm 1000No 3100.00

- do - 20mm size (SS 5) 844.00 TEAK WOOD

- do - 25mm size (SS 5) 828.00 Medium Teak wood planks of any thick cum 102414.00

- do - 40mm size (SS 5) 500.00 Medium Teak wood Scantlings upto 2 mts cum 54738.00

- do - 50mm size (SS 5) 390.00 Average Rate of Medium Teak Wood cum 78576.00

- do - 60mm size (SS 5) 360.00 Best Teak wood of any thick cum 116540.00

- do - 65mm size (SS 5) 325.00 Best Teak wood scantlings upto 2 meters cum 77693.00

- do - 75mm size (SS 5) 260.00 Average Rate of Best Teak Wood cum 97116.50

- do - 75 to 100mm size (SS 5) 210.00 L/C for fixing of doors and windows grills 1kg 3.00

IRC SAL WOOD

-do- 2.36 to 5 mm size (IRC&MORTH) 260.00 Sal wood scantlings upto 2 mts cum 38847.00

-do- 5 to 7mm size (IRC&MORTH) 430.00 Sal wood Planks of any thick cum 49441.00

-do- 9.5 to 11.2mm size (IRC&MORTH) 560.00 Average Rate of Sal wood cum 44144.00

-do- 12mm to 14 mm size ( IRC and MORTH ) 690.00 FLOORING ITEMS

-do- 19 mm to 22 mm size ( IRC and MORTH ) 950.00 Ceramic Tiles 73mm thick first quality 1sqm 374.00

-do- 25 mm to 27 mm size ( IRC and MORTH ) 830.00 Glazed triles of any size 1sqm 332.00

-do- 40 mm to 45 mm size ( IRC and MORTH ) 500.00 White glazed tiles of any size first quality 1sqm 280.00

-do- 50 mm to 55 mm size ( IRC and MORTH ) 390.00 Decorated white glazed tiles 200x152mm 1sqm 459.00

-do- 60 mm to 63 mm size ( IRC and MORTH ) 360.00 Kadapah Slabs 40mm thick of size not less than 457x457mm 1sqm 75.00

-do- 65 mm size ( IRC and MORTH ) 325.00 Kadapah Slabs 50mm thick of size not less than 457x457mm 1sqm 86.00

-do- 75 mm size ( IRC and MORTH ) 260.00 10sqm 2152.00

ROUGH STONE/REVETMENT STONE/SOLING STONE 10sqm 1076.00

For SS Revetment work 225 mm(OG) 71.00 Polished shabad/thandur slabs 15-18mm thick (0.457x0.304) 10sqm 1291.00

For SS Revetment work 300 mm(OG) 95.00 Shabad/Thandur Rough stone slabs 25 mm thick 10sqm 750.00

Granite for SS revetment 225 mm 117.00 Shabad/Thandur Rough stone slabs40 mm thick 10sqm 968.00

Granite for SS revetment 300 mm 136.00 Polished Bethamcherla pure(marble type) white stone 25mm thick(0.254Mx0.254M) 10sqm 3012.80

133.00 FIXTURES

155.00 Door fixtures

CRS Granite, Dolamite and trap 218.00 Tower bolt Aluminium 150 mm Each 69.00

CRS For other varieties 152.00 Tower bolt MS power coated 150mm Each 27.00

82.00 Butt hinges Aluminium 150mm Each 100.00

Soling stone of 150 mm size other than granite variety 57.50 Butt hinges MS power coated 150mm Each 31.00

Aldrop MS power coated 300 mm Each 124.00

ROAD SSR Wind cleats Door stoppers Each 38.00

Gravel including stacking 50.50 Window fixtures

Quarry rubbish 50.50 Cabin hook and eyes Each 40.00

HBG Stone Chips 2.36mm and below 236.00 Butt hinges Aluminium 75mm Each 68.00

220.00 Butt hinges MS power coated 75mm Each 8.00

Sand for filling and blindage 70.00 Tower bolts 100 mm long Alluminium Each 57.00

White cement 1kg 25.00 Tower bolts 100 mm long MS power coated Each 18.00

Clearing heavy Jungle 2.20 GLASS

Clearing light Jungle 2.00 Plain Float Glass 4 mm thick 1sqm 334.00

Clearing Scrub Jungle 2.00 Plain Float Glass 5 mm thick 1sqm 427.00

3.30 Frosted / Ground Glass 4 mm 1sqm 485.00

Uprooting and clearing prickly pear jungle 1.90 Frosted / Ground Glass 5 mm 1sqm 609.00

2.40 Tinted-Bronze/Green Glass 4mm 1sqm 453.00

2.90 Tinted-Bronze/Green Glass 5mm 1sqm 570.00

Screening sand and gravel 6.30 Pin headed Glass 4 mm thick 1sqm 220.00

Screening chips and metal 13.00 Pin headed Glass 5 mm thick 1sqm 376.00

Removing and refixing Hectometre or Demarcation stones each 9.50 1sqm 962.00

PICKING AND SPREADING AND HRR

40 mm thickness 57.20 WATER PROOFING CHEMICALS & ADMIXTURES

50 mm thickness 60.50 Imperivious water proofing compound kg 24.00

75 mm thickness 66.00 Super Plasticizer lit 78.00

100 mm thickness 71.50 Air entraining Agent lit 56.00

PICKING AND SPREADING AND 8-10 ROLLER Tile Adhesive kg 20.00

40 mm thick ness 150.70 Concrete Plasticizer HI PLAST 02 lit 57.00

50 mm thick ness 170.50 Super Plasticizer HI PLAST SP lit 57.00

75 mm thick ness 187.00 Air entraining Agent HI PLAST A>E lit 45.00

100 mm thick ness 203.50 Surface treatment curing compound HI CURE 01 lit 57.00

150 mm thick excluding hire charges 363.00 Bitimineous Hot sealing compound Grade A kg 26.00

Curing compound lit 95.00

1 cum1 cum1 cum1 cum1 cum1 cum1 cum1 cum1 cum1 cum1 cum

1 cum1 cum1 cum1 cum1 cum1 cum1 cum1 cum1 cum

1 cum

1 cum

Polished Bethamcherla slabs pure colour minimum 25mm thick(0.254x0.254M)

Polished Black kjadapah slabs minimum 15mm thick 457x457mm

1 cum1 cum1 cum1 cum

For R.R Masonary Work (other than Granite, Dolomite and Trap)

1 cumFor R.R.Masonry works ( granite, dolamite and trap variety) 1 cum1 cum1 cumSoling stone of 150 mm size of granite, trap and Dolamite

varieties.1 Cum1 Cum

1 Cum1 Cum1 CumSand for mortar, ceiling coat including washing screening

etc.,1 Cum1 Cum

1 Sqm1 Sqm1 SqmClearing Juliflora (Prosafis) jungle including up-rooting and

removing of Juliflora stumps.1 Sqm

1 Sqm- do - under 2.5 meters height including burning and

burrying as directed.1 Sqm

- do - over 2.5 meters height including burning and burrying with an initital lead of conveyance

1 Sqm

1 cum1 cum Toughened Plain Glass 5mm(including Glass)

10 sqm10 sqm10 sqm10 sqm

10 sqm10 sqm

10 sqm10 sqm10 sqm

****

Standard Schedule of Rates For the YEAR 2010-11 Standard Schedule of Rates For the YEAR 2010-11 HIRE CHARGES OF PLANT& MACHNIERY FOR CENTERING CHARGES CEMENT & STEEL RCC Pipes ( Plain ended ) NP2 NP3 ROAD & BRIDGE WORKS FOR THE YEAR 2010-11

chajjas-sunshades sqm 180.00 Cement 1MT 3500.00 Convey charges/KM/RM Conv charges/KM/RM

Sl. No.

Description

Unit coloumns cum 770.00 Cost of Steel 1MT 34000.00 initial Cost upto 5KM Beyond 5KM initial Cost upto 5KM Beyond 5KM Machine Activity ( Rupees)

Footings ( 49+303 ) cum 352.00 Fabrication of heavy steel & strusses 1 kg 12.00 300MM dia 317.00 9.20 0.40 728.00 24.20 0.60 1 2 3 4 5

Lintels 1cum 1017.00 fabrication window and ventilator grills 1 kg 14.00 350MM dia 394.00 12.00 0.70 896.00 26.10 0.70 1 Dozer( D 80 ) Spreading Per Hour

1729.9Pedastals ( 58+481 ) cum 539.00 Structural steel angle/channel /beam bars 1MT 34000.00 400MM dia 453.00 13.90 0.80 992.00 30.80 1.00 Cutting

Plinth beams cum 1556.00 Structural steel plate / flats 1MT 40000.00 450MM dia 556.00 17.60 1.00 1136.00 33.80 1.20 Cleaning

sqm 161.00 PAINTS Unit Rate 500MM dia 608.00 19.20 1.20 1286.00 37.00 1.20 2 Mortor Grader Clearing Per Hour

2600

slabs above 300mm thick sqm 168.00 Snow cem paint 25Kg 820.00 600MM dia 905.00 27.70 1.80 1845.00 55.40 2.50 Spreading

slabs upto 150mm thick sqm 154.00 Surya cem(Janata cem) 25Kg 350.00 700MM dia 1155.00 35.40 2.50 2277.00 61.50 3.00 GSB

beams cum 1375.00 Water based cement Paint Lits 80.00 800MM dia 1410.00 41.60 2.50 3003.00 73.80 3.00 WMM

GI PIPES Water proof cement paint Kg 35.00 900MM dia 1767.00 47.70 2.50 3755.00 96.90 5.60 3 Hydraulic Excavator Soil Ordinary Per Hour

1808.5G.I.Pipe 15mm A Class 1RM 75.00 Water Proofing Compound Kg 50.00 1000MM dia 2152.00 70.80 5.30 4686.00 117.00 5.60 Soil Marshy

G.I.Pipe 25 mm A Class 1RM 110.00 1 lit 170.00 1100MM dia 2560.00 77.70 5.30 5499.00 126.10 6.10 Soil unsuitable

G.I.Pipe 40 mmB Class 1RM 180.00 1 lit 130.00 1200MM dia 3049.00 87.70 5.60 6465.00 141.50 6.10 4 Front end loader Soil loading Per Hour

1320G.I.Pipe 50 mm A Class 1RM 220.00 Synthetic Enamel paint 1st quality 1 lit 175.00 RCC Collors and Rings NP2 NP3 Aggregate loading Per Hour

G.I.Pipe 80 mm B Class 1RM 280.00 Dry powder distemper Kg 30.00 Collors Rings Collors Rings 5 Tipper- 5.5 Cum Per Hour 629.8GI Bolts@nuts and washers 1Kg 75.00 Wood primer 1lit 100.00 300MM dia 80 80 112 80 Per tonne Km 4.5

GI Pipe 100mm B Class 1RM 525.00 1lit 90.00 350MM dia 99 95 141 95 Per Km 45

GI Sheet Plain 1Kg 44.00 White Lead Kg 72.00 400MM dia 108 109 160 109 6 Vibratory roller 8 tonne Earth/Soil, GSB, Per Hour

1704.6AC Sheets corrugated 6mm thick 1sqm 188.00 Varnish 1lit 100.00 450MM dia 172 124 214 124 WMM

Labour charges Spirit 1lit 70.00 500MM dia 196 142 255 142 7 Smooth wheeled roller 8 tonne Per Hour 746.5Day 196.00 Linseed Oil 1lit 40.00 600MM dia 262 206 334 206 8 Water tanker 6 Kilolitre Water transport Per Hour 345

Day 258.00 Dismantling Unit Rate 700MM dia 340 247 445 247 9 Tractor Pulling Per Hour

345

Mason Cl- ll / Brick layer Cl-II Day 237.00 Stone masonry in cement mortar 1Cum 239.00 800MM dia 475 300 568 300 10 Tractor with rotavator Scarifying Per Hour

345

Sarang / Khalasi Day 258.00 Dry rough stone revetment for aprons 1Cum 40.00 900MM dia 572 405 663 405 11 Tractor with ripper attachment Scarifying Per Hour

345

Maistry / Work Inspector with Non-technical Day 250.00 10sqm 42.00 1000MM dia 669 489 828 489

Diploma Engineer / Surveyor Day 350.00 Pan tiled or Mangalore tiled roof without roof timbers. 10 Sqm 75.00 1100MM dia 815 626 1045 626 12 Air Compressor General purpose Per Hour 370

Graduate Engineer/ Geologist Day 400.00 Wrought and framed timber in roofs or floors 1 Cum 125.00 1200MM dia 987 787 1309 787 13 Wet mix plant 60 TPH Wet mix Per Hour 1320

ITI certificate holder /Tracer/Printer Day 288.00 Brick Masonary in CM including 14% OH 1Cum 205.88 RCC Pipes(S/S) NP2 NP3 14 Mechanical broom Hydraulic Surface cleaning Per Hour 290

Typist / Job Typist Day 288.00 PCC items including 14% OH 1Cum 201.55 Convey charges/KM/RM Conv charges/KM/RM 15 Bitumen Pressure Distributor Applying bitumen tack coat Per Hour

940OTHERS RCC items including 14% OH 1Cum 709.31 initial Cost upto 5KM Beyond 5KM initial Cost upto 5KM Beyond 5KM

Water KL 70.00 Fly ash Solid BLOCKS CL 7.50 300MM dia 384 10.5 0.7 935 28.9 0.9 16 Emulsion Pressure Distributor Applying emulsion tack coat Per Hour 690

Petrol 1L 53.00 (ex-quarry price -excluding conveyance, loading &unloading) 350MM dia 494 13.1 0.8 1191 30.8 1.1 17 Hot mix Plant – 120 TPH capacity DBM/BM/SDC Per Hour

23000Diesel 1L 38.50 290 x 225 x 140 MM each 15.00 400MM dia 544 15.9 1 1320 38.4 2 /Premix

Rabhit wire mesh 1sqm 12.00 290 x 200 x 140 MM each 13.00 450MM dia 678 18.2 1.1 1457 42.3 2 18 Hot mix Plant – 100 TPH capacity DBM/BM/SDC Per Hour

19550Unslaked Lime 1T 1800.0 290 x 150 x 140 MM each 9.00 500MM dia 780 20.4 1.2 1661 46.2 2.1 /Premix

Impervious water proof compound Kg 24.00 290 x 112/100 x 140 MM each 8.00 600MM dia 1101 26.9 2 2325 63.1 3 19 Hot mix Plant – 60 TPH capacity DBM/BM/SDC Per Hour

17250MS steel tubes/pipes of any size 1kg 45.00 225 x 100 x 60 MM each 4.00 700MM dia 1424 32.7 2.1 2954 84.6 5.9 /Premix

1Sqm 155.00 MASTIC PADS 800MM dia 1820 45.4 3.2 3902 100 5.9 20 Hot mix Plant – 40 to 60 TPH capacity DBM/BM/SDC Per Hour

15525Barbed wire KG 60.00 mastric pad 12.7mm thick 1sqm 461.00 900MM dia 2291 67.7 5.8 4889 115.4 5.9 /Premix

Binding Wire KG 52.00 mastsric pad 25.4mm 1sqm 805.00 1000MM dia 2783 77 5.8 5529 121.6 5.9 21 DBM/BM/SDC Per Hour

2530J Bolts 30 cm long Each 22.00 BALINIGOUT OF WATER - L / CHARGES 1100MM dia 3271 86.9 5.9 6496 130.7 5.9 /Premix

CEMENT JOLLIES 1200MM dia 3701 96.9 5.9 7652 146.2 6.1 22 Paver finisher Mechanical 100 Per Hour 1090

Cement jollies 25mm thick 1sqm 189.00 0.0 M to 1.0 M 1Cum 127.00 23 Hydraulic Chip Spreader Surface dressing Per Hour 2070

Cement jollies 40mm thick 1sqm 245.00 1.0 M to 2.0 M 1Cum 150.00 24 Tandem Road roller Rolling of Asphaltic surface Per Hour 1320

Cement jollies 50mm thick 1sqm 335.00 2.0 M to 3.0 M 1Cum 175.00 G.I. Ceiling Angle - 25 mm x 10 mm x 0.55 mm 1 RM 65 25 Pneumatic Road roller Rolling of Asphaltic surface Per Hour 1035

MISCELLANEOUS Sandy soil - 0.0 M to 1.0 M 1Cum 201.00 GI - Precoated - T-Sec- 24 mm x 38 mm x 0.7 mm thick 1 RM 47 26 Pot-Hole repair machine Repair of pot-holes Per Hour 750

Material hire charges for Acces scaffolding for Brick work: 1sqm 5.29 Sandy soil - 1.0 M to 2.0 M 1Cum 312.00 4 mm Dia GI Connecting Rod 1 RM 10 27 Bitumen boiler oil fired Bitumen Spraying Per Hour170

for labour charges 1sqm 33.54 Sandy soil - 2.0 M to 3.0 M 1Cum 377.00 Universal Holding Clips 1 Each 2.5 28 GSB Plant 50 Cum Producing GSB Per Hour 920

1sqm 542.00 1 Sqm 200 29 Mastic Cooker Mastic wearing coat Per Hour52

Blasting charges cum 70.00 G.I. Ceiling Angle - 25 mm x 10 mm x 0.55 mm 1 RM 65 30 Batching and Mixing Plant (a) 30 Cum capacity Concrete mixing Per Hour

2130

Bitumen M.T 32000 1 RM 74 (b) 15 - 20 Cum capacity Concrete mixing Per Hour 1670

Emulsion (SS - 1) M.T 34000 G.I. Intermediate Section 45 mm x 15 mm x 15 mm x 0.9 mm 1 RM 73 31 Transit mixer Per Hour 1336.8Emulsion (RS - 1) M.T 34000 1 RM 65 32 Concrete pump of 45 and 30 cum Pumping of Concrete Per Hour 630

Labour hire charges for centering the building items Connecting Clips 1 Each 2 33 Cranes

Footings sqm 303.00 Rawl Plug 1 Each 1.5 (a) 80 tonnes Lifting purpose Per Hour 950

Pedastals sqm 481.00 Soffit Cleats 1 Each 1.5 (b) 35 tonnes 630

Plinth beams sqm 729.00 Drywall Screws - 25 mm 1 Each 1.5 (c) 3 tonnes 280

Lintels sqm 492.00 Jointing Compound 1 Kgs 25 (d)Crane with grab bucket 0.75 cum Well foundation Per Hour 1725

chajjas-sunshades sqm 76.00 Jointing Paper Tape 1 RM 5 (e)Crane with grab bucket 1 cum Well foundation Per Hour 2875

coloumns sqm 691.00 Drywall Top Coat 1 Litre 125 34 Concrete bucket For pouring concrete Per Hour 12

beams sqm 580.00 1 Litre 200 35 Kerb casting machine Kerb making Per Hour

250

slabs upto 150mm thick sqm 65.00 36Glazed colourd tiles of any size 1st quality sqm 332.00 Concrete mixer

slabs from 150mm - 300mm thick sqm 68.00

(a)0.28 cum Concrete mixing Per Hour 345

(b) 1.0 cum Concrete mixing Per Hour 520

37 Piling rig with bantonite pump Per Hour 4485

38 Concrete paver finisher with 40 HP motor Paving of concrete surface Per Hour 2360

39 Integrated stone crusher Crushing of spalls 100 TPH Per Hour 7070

Crushing of spalls 200 TPH Per Hour 14880

40

Per Hour 110

Pre stressing jack with pump and access

41 Generator

250 KVA per hour 1550



35 KVA per hour 620

42 Pneumatic sinking of Plants Pneumatic sinking of wells Per K.m. 3740

43 Truck 5.5 cum per 10 tonnes Material transport Per Km. 45

Material transport Per tonne per km 4.5

44 Road marking machine Road marking Per Hour 90

45 Mobile slurry seal equipment Per Hour 920

46 Plate compacter For compacting in medians Per Hour 40

47 Drilling equipment For drilling Per Hour 1035

HIRE CHARGES OF PLANT & MACHINERY

FOR THE YEAR : 2010-11

Sl.No Description of machinery Unit Hire charge in Rs

1 2 3 4 5

1 Agitator car / Transit mixer 2 cum Hour 594.1 582.3

2 Air compressor 5 cmm ( electric ) Hour 67.4 129.9

3 Air compressor 7 cmm ( diesel ) Hour 165.8 476.4

4 Air compressor 7 cmm ( electric ) Hour 96.5 173.2

5 Air compressor 8.5 cmm ( diesel) Hour 191.3 595.5

6 Air compressor 8.5 cmm ( electric) Hour 109.3 216.5

7 Air compressor 15 cmm ( electric) Hour 91.5 481.2

8 Angle Dozer 90 hp Hour 1193.8 407.4

9 Batching plant 0.5 cum ( 6 Cum/hr) Hour 91 57.7

10 Batching plant 2 x 1.00 cum ( 15 Cum/hr) Hour 239.6 173.2

11 Batching plant 2 x 1.50 cum ( 50 Cum/hr) Hour 306.7 211.7

12 Bending machine 3000 x 12 mm Hour 14.5 57.7

13 Clamp shell and hoisting ropes Hour 3.8 0

14 Concrete bucket 1.5 cum Hour 12 0

15 Concrete hand mixer 45 / 30 ltr Hour 3.8 0

16 Concrete mixer 300 / 200 ( diesel) Hour 41.2 52.9

17 Concrete mixer 300 / 200 ltr ( electric) Hour 37.6 19.2

18 Concrete mixer 600 / 400 ( diesel) Hour 69.9 105.9

19 Concrete mixer 600 / 400 ltr ( electric) Hour 57.3 38.5

20 Concrete paver 100 sqm / hr Hour 257.6 0

21 Convey mucker Hour 619 134

22 Core drilling machine Hour 233 158.8

23 Diesel generating set 30 KVA Hour 45.4 423.5

24 Diesel generating set 50 KVA Hour 60.1 635.3

25 Diesel Loco 45 hp Hour 225.8 357.3

26 Dewatering pump 5 hp ( diesel ) Hour 7.7 52.9

27 Dewatering pump 5 hp ( electric ) Hour 1.9 19.2


29 Dewatering pump 10 hp ( electric Hour 3 38.5


31 Dewatering pump 20 hp ( electric Hour 5.5 77

32 Drifter Hour 201.5 0

33 Drilling jumbo Hour 272.5 28.6

34 Dumper 4.5 cum Hour 366.2 266.8

35 Geophysical Electric resistivity meter Hour 60.3 0

36 Grouting pump Hour 17.9 19.2

37 Guniting / sand blast equipment Hour 78.2 0

38 Ice plant & accessories 30 t / day Hour 129.7 548.5

39 Jack hammer Hour 12.3 0

40 Needle vibrator 40 mm ( petrol ) Hour 5.4 10.6

41 Needle vibrator 40 mm ( electric ) Hour 6.1 3.8

42 Needle vibrator 60 mm ( petrol ) Hour 5.6 15.9

43 Needle vibrator 60 mm ( electric ) Hour 7.3 5.8

44 Planing machine 4 m stroke Hour 83.8 57.7

45 Plate shearing machine up to 12 mm Hour 29.2 77

46 Pneumatic placer 0.5 cum Hour 124.4 0

47 Pneumatic tamper Hour 12.5 0

48 Pug cutting machine Hour 5.5 1.9

49 Pusher leg Hour 7.7 0

50 Road roller diesel 10 t Hour 146.8 476.4

51 Shovel 0.50 cum 75 hp Hour 644 317.6

52 Shovel 0.85 cum 110 hp Hour 1097.5 582.3

53 Stationery derrick crane Hour 62.3 0

54 Tipper 5 cum Hour 329.5 200.1

55 Tipping tub 1.5 cum Hour 30.9 0

56 Tower crane 5 tonne Hour 663.1 100.1

57 Transformer 250 KVA Hour 3575 0

SoRate for 2010-11

slabs above 150 to 300mm thick

Synthitic enamil paint in all shades grade-I

Synthitic enamil paint in all shades grade-II

Transportation of soil, GSB,WMM, Hot mix etc

Red Oxide Iron Primer Paint Grade-1

Soil compaction ,BM compactionHeavy/Light mazdoor ,watchman

Mason Cl- I / Brick layer Cl- I/Painter Cl- I

Kadapa slabs/Shahabad stone slabs on sand

GI(M.S) fly proof wire mesh 16x20gauge

Paver Finisher Hydrostatic with sensor control 100 TPH

E/W /Concrete for foundation below water level.(For building items only) Paving of WMM, paving of DLC

Vitrified polished floor tiles of size not less than 400 x 400 x7mm thickness normal colours

Gypsum Board Plain sheet 12.5 mm thick as per IS 2095 -1993

G.I. Ceiling Section 51.5 mm x 26 mm x 10.5 mm x 0.55 mm thick

Transportation of concrete mixG.I. Perimeter Channel - 20 mm x 27 mm x 30 mm(web) of

0.55 mm thick

Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (BMS-W.09)

0.75 m dia to 1.20 m dia boring attachment

Stressing of steel wires/ stands

Generation of electric energy

Mixing and laying slurry seal

Note: The above hire charges of machinery & plant includes crew, oils, conveyance of machinery to site and all other incidental charges.

Fuel charge in Rs

****

58 Truck 10 t Hour 260.7 200.1

59 Truck mounted derrick crane 5 t Hour 396.2 200.1

60 Upright drilling machine/grinder Hour 16.9 19.2

61 Ventilation fan 20 hp Hour 5.8 77

62 Vibratory pad foot roller 8 t Hour 862.3 688.2

63 Wagon drill Hour 136.9 0

64 Water tanker 8000 ltr Hour 260.7 200.1

65 Welding set Hour 12.2 46.2

66 Winch 35 hp ( electric ) Hour 92.8 94.3

****



6

160.4

96.5

123.6

96.5

123.6

96.5

103

128.7

185.3

185.3

185.3

77.2

0

0

0

128.7

128.7

128.7

128.7

247.1

103

154.4

77.2

77.2

96.5

64.4

48.3

64.4

48.3

64.4

48.3

193.1

103

128.3

0

154.4

128.7

77.2

193.1

92.6

92.6

92.6

92.6

123.6

77.2

50.3

154.4

0

0

123.3

128.7

128.7

0

100.2

0

103

0

Crew Charge in Rs.

****

96.3

96.3

100.6

16.7

154.1

154.4

96.3

0

154.4

****



7

1336.8

293.8

765.8

366.2

910.4

422.3

675.7

1729.9

334

598.1

703.7

149.4

3.8

12

3.8

222.8

185.5

304.5

224.5

504.7

856

546.2

546.1

772.6

679.6

125

69.4

181.8

89.8

309.4

130.8

394.6

404.1

761.3

60.3

191.5

206.9

755.4

205.4

108.6

102.5

114.1

105.7

265.1

183.4

174.7

166.9

7.4

7.7

746.5

1090.3

1808.5

62.3

629.8

30.9

866.2

3575

Total in Rs

****

557.1

692.6

136.7

99.5

1704.6

291.3

557.1

58.4

341.5

****

3730.5

34840.00

1548.40

4311.40

39130.50

43301.60

###

58563.40

82614.40

###

85214.20

###

8557.20

11388.90

39242.00

50385.80

44675.50

1090.00

2686.60

1254.00

1838.50

2056.00

1966.00

2560.00

4851.00

3843.00

5210.00

6478.00

1765.88

4457.35

709.31

2136.00

24869.80

2001.80

21891.60

4350.90

20946.00

4590.30

21576.50

7935.80

11998.30

10026.40

12777.10

2427.00

1739.00

1969.00

1451.00

1009.29

1970.04

1276.00

2865.00

33964.00

35816.80

35689.00

35.00

1254.50

1136.50

Model Est for Cc Roads

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Transcript of Model Est for Cc Roads