model road estimate with aprsdata(2010-11)

FORMAT 7

R/f R&B Road to Regalla in Pinapaka ( M )C/o 4 vent X 6.0m span CD work at 5/620

SNo Description No. Length Breadth Depth Quantity Rate Per Amount

1

Abutments 1 x 2 8.10 3.60 3.00 174.96

Piers 1 x 3 8.10 2.60 3.00 189.54

4 x 1 6.00 0.60 0.90 12.96

4 x 1 6.00 0.60 1.20 17.28for wing walls 2 x 2 4.00 3.00 3.00 144.00

538.74 81.33 cum 43817.00

2

Abutments 1 x 2 8.10 3.60 0.15 8.75

Piers 1 x 3 8.10 2.60 0.15 9.48

4 x 1 6.00 0.60 0.15 2.16

4 x 1 6.00 0.60 0.15 2.16for wing walls 2 x 2 4.00 3.00 0.15 7.20In vent portions 4 x 1 6.00 6.30 0.15 22.68

52.43 326.86 cum 17137.00

3

P.C.C grade M 15 Nominal mix 1:2.5:5Abutments 1 x 2 8.10 3.60 0.30 17.50Piers 1 x 3 8.10 2.60 0.30 18.95

4 x 1 6.00 0.60 0.30 4.32

4 x 1 6.00 0.60 0.30 4.32for wing walls 2 x 2 4.00 3.00 0.30 14.40In vent portions 4 x 1 6.00 6.30 0.15 22.68

82.17 3527.06 cum 289819.00

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 ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges

for upstream cutoff wallsfor downsteam cutoff walls

Filling in foundation trenches with sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges


Providing concrete for plain concrete M 15 grade 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 technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges



4

P.C.C grade M 15Nominal mix (1:2.5:5) using CC Mixer (MORD)

Abutments 2 x 1 7.50 6.50 204.75

piers 3 x 1 7.80 1.20 6.50 182.52

for wing walls 2 x 2 4.00 93.50

4 x 1 6.00 0.60 0.60 8.64

4 x 1 6.00 0.60 0.90 12.96

502.37 3674.30 cum 1845858.00

5

R.C.C M 20 Grade (Nominal Mix)

1 x 2 7.50 0.90 0.20 2.70Bed blocks over piers 1 x 3 7.80 1.20 0.20 5.62

6 x 10 0.23 0.23 0.60 1.90

4 x 8 0.23 0.23 0.60 1.0211.24 4199.99 cum 47208.00

6

R.C.C. grade M 25 (Design Mix)1 x 4 7.20 7.50 0.48 103.68 4816.96 cum 499422.00

7

RCC M 30

For Wearing coat 1 x 4 7.20 7.50 0.075 16.20 7494.85 cum 121417.00

8

1 x 1 120.00 6.00 0.300 216.00 126.92 cum 27415.00

Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges

(3.3+0.90)/2

(2.10+0.40)/2

(4.85+4.50)/2


Providing and laying reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including overhead charges & Contractors profit but excluding VAT& Seigneorage charges upto 5m height.

Bed blocks over abutmentsGuard posts over slabGuard posts over wing walls

Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seigneorage charges upto 5m height.

For Deckslab as per MoRD

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges & Contractors profit but excluding cost of steel and VAT.& Seigneorage charges

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller of 80-100 KN capacity to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including all over heads , and Contractors profit but excluding VAT & seignorage charges.

Forming approach for diversion


9

14.000 42743.43 MT 598408.00

10

in vent portion 4 x 1 6.00 7.50 0.100 18.00 3992.47 cum 71864.00

11

in CD Vent portions 4 x 1 6.00 6.30 0.150 22.68 1497.47 cum 33963.00

12

3000.00

3000.00 126.92 cum 380760.00

3977088.00

10 VAT @ 4.0% on 3977088.00 0.00

Total: ###

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.& Seigneorage chargesfor deck slab and bed blocks

Providing concrete for reinforced concrete M 20 grade (Design Mix) in open foundations using 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 technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges

R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH)

Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1303.3 MoRD / 2506 MoRTH


FOR APPROACHES TO CD WORK

Sub-total

Superintending Engineer P.R / Circle /

Khammam

Executive EngineerPIU(PR)/Divn/Bhadrachalam

Asst. Exe. EngineerPIU(PR)/S.D/ Burgampahad

Superintending Engineer P.R / Circle / Khammam



Superintending Engineer P.R / Circle /

Khammam





Deputy Exe. EngineerPIU(PR)/S.D/Burgampahad


SEIGNIORAGE CHARGES STATEMENT

Description of item Unit QtyQty of Material

Sand Metal

1 2 3 4 5 6 7CD WORK ITEMS C/o 4 vent X 6.0m span CD work at 5/620

1 Earth work for foundations Cum 538.74 538.740

2 Cum 0.00 0.00 0.000

3 Cum 82.17 39.44 65.740

4 Cum 502.37 241.14 401.900

5 Cum 0.00 0.00 0.000

6 Cum 11.24 5.06 10.120

7 RCC M25 grade for super structure Cum 103.68 46.66 93.3108 RCC M30 grade for super structure Cum 16.20 7.29 14.5809 For laying of RCC 1200mm dia pipes Rmt 0.00 0.00

10 For laying of RCC 1000mm dia pipes Rmt 0.00 0.00



13 Apron for bed protection Cum 22.68 27.220

14 Sand filling Cum 52.43 62.92

OTHER ITEMS IF ANY1 carted earth for approaches to CD work Cum 3000.00 3000.000

2 carted earth for diversion road Cum 216.00 216.000

3 Cum 18.00 8.10 16.200

410.61 3754.74 629.07

Sl. No Gravel/

Earth

PCC M10 Nominal mix (1:3:6) grade for foundations

PCC M15 Nominal mix (1:2.5:5) grade for foundations

PCC M15 Nominal mix (1:2.5:5) grade for Sub-structure

PCC M20 Nominal mix (1:2:4) grade for foundation

RCC M20 Nominal mix (1:2:4) grade for super structure

RCC M20 Nominal mix (1:2:4) grade for foundation

CD WORK ITEMS C/o 4 vent X 6.0m span CD work at 5/620

6800

CD WORK ITEMS C/o 4 vent X 6.0m span CD work at 5/620

skin rein

220

bed blocks

5.83 466.40

1000.00

3850

3850 cum

Add 10% 600.00

2066.40 kgs

FORMAT 7 1.00

R/f R&B Road to Regalla in Pinapaka ( M )

SLAB CULVERT - 6Mx 4vent at chainage of 5/620SNo Description No. Length Breadth Depth Quantity Rate Per Amount

1

upto existing bedlevel 1 x 1 31.80 7.80 (0.3+1.5+2.2)/3 338.99

Below bed level 1 x 1 31.80 7.80 0.90 223.24for upstream cutoff walls 1 x 1 31.80 0.60 0.90 17.17

1 x 1 31.80 0.60 1.20 22.90

for wing walls 2 x 2 5.00 3.00 2.00 120.00

722.30 81.33 cum 58746.00

2

1 x 1 31.80 7.80 0.30 74.41for upstream cutoff walls 1 x 1 31.80 0.60 0.15 2.86

1 x 1 31.80 0.60 0.15 2.86for wing walls 2 x 2 5.00 3.00 0.15 9.00

89.13 326.86 cum 29133.00

3

P.C.C grade M 15 Nominal mix 1:2.5:5For PCC Raft 1 x 1 31.80 7.80 0.30 74.41for upstream cutoff walls 1 x 1 31.80 0.60 0.90 17.17

1 x 1 31.80 0.60 1.20 22.90for wing walls 2 x 2 5.00 3.00 0.30 18.00

132.48 3527.06 cum 467265.00


for downsteam cutoff walls






4

For PCC Raft 1 x 1 31.80 7.80 0.45 111.62

111.62 3,992.47 cum 445640.00

5


for abutments 1 x 2 7.50 3.80 76.95

for piers 1 x 3 7.50 1.20 3.80 102.60

for wing walls 2 x 2 5.00 (4.5+2.5)/2 84.00

263.55 3674.30 cum 968362.00

6

R.C.C M 20 Grade (Nominal Mix)1 x 2 7.50 0.30 0.56 2.521 x 2 7.50 0.60 0.20 1.80

Bed blocks over piers 1 x 3 7.70 1.40 0.20 6.47Guide posts 2 x 35 0.23 0.23 0.60 2.22

4 x 8 0.23 0.23 0.60 1.0214.03 4199.99 cum 58926.00

8

R.C.C. grade M 25 (Design Mix)1 x 4 7.20 7.50 0.48 103.68 4816.96 cum 499422.00

9

RCC M 30

Providing Vibrated reinforced Cement Concrete M 20 (1:2:4) nominal mix using 20mm size and 10mm size HBG crushed stone aggregate and fine aggregate including cost ,seigniorage conveyance of all materials to site and labour charges ,form work machine mixing ,laying, vibrating curing etc., including all other incidental and operational charges of all T&P etc., complete as per approved drawings and as directed during executive but excluding cost of steel and its fabrication charges for finishede item of work as per MORD Specification 800,1205.4&1205.5 and as directed by the Engineer -in-charge for concrete Sub Structure including Over head charges ,Contractors profit @ 12.50%

P.C.C Grade M 20 for Raft


(1.80+0.90)/2

(1.80+0.60)/2


End caps over abutmentsBed blocks over abutments

Guide posts over wing walls






10

### 126.92 cum 380760.00

11

1 x 1 120.00 6.00 0.500 360.00 126.92 cum 45691.00

12

16.000 42743.43 MT 683895.00

###

13 VAT @ 4.0% on 3759257.00 0.00

Total: ###



Forming approach for diversion

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.& Seigneorage charges

for deck slab and bed blocks

Sub-total





0.9 0.83

6800 8160

20.55

5.83 466.40

skin rein 1000.00

skin rein 1000.00

Add 10% 600.00

3066.40 kgs

bed blocks

FORMAT 7


SLAB CULVERT - 1.00M VENT at the chainage of 0/690,0/900,1/700


1

1 x 1 2.50 7.50 1.50 28.13

Below bed level 1 x 1 2.50 7.50 0.60 11.25

1 x 1 2.50 0.45 0.45 0.51

1 x 1 2.50 0.45 0.60 0.68

for wing walls 2 x 2 2.00 0.90 1.50 10.80

51.37 81.33 cum 4178.00

2

1 x 1 2.50 7.50 0.15 2.81

1 x 1 2.50 0.45 0.15 0.17

1 x 1 2.50 0.45 0.15 0.17for wing walls 2 x 2 2.00 0.90 0.15 1.08

4.23 326.86 cum 1383.00

3

P.C.C grade M 15 Nominal mix 1:2.5:5For PCC Raft 1 x 1 2.50 7.50 0.45 8.44

1 x 1 2.50 0.45 0.45 0.51

1 x 1 2.50 0.45 0.60 0.68for wing walls 2 x 2 2.00 0.90 0.30 2.16

11.79 3527.06 cum 41584.00


upto existing bedlevel







4

P.C.C grade M 15Nominal mix (1:2.5:5) using CC Mixer (MORD)for body walls 1 x 2 7.50 0.60 1.20 10.80

for wing walls 2 x 2 2.00 1.20 5.5216.32 3674.30 cum 59965.00

5

R.C.C M 20 Grade (Nominal Mix)Guide posts 2 x 4 0.23 0.23 0.60 0.25

4 x 3 0.23 0.23 0.60 0.38

1 x 2 7.50 0.60 0.20 1.802.43 4199.99 cum 10206.00

7

R.C.C. grade M 25 (Design Mix)

1 x 1 2.20 7.50 0.21 3.47 4816.96 cum 16715.00

8

0.700 42743.43 MT 29920.00

Sub-total ###

9 VAT @ 4.0% on 163951.00 0.00

TOTAL ###


(0.75+0.4)/2


Guide posts over wing wallsBed blocks over abutments




for deck slab and bed blocks





SNo Description No. Length Breadth Depth Quantity Rate Per AmountSuperintending Engineer

P.R / Circle / KhammamExecutive Engineer

PIU(PR)/Divn/BhadrachalamDeputy Exe. Engineer

PIU(PR)/S.D/BurgampahadAsst. Exe. Engineer

PIU(PR)/S.D/ Burgampahad



Sand Metal

1 2 3 4 5 6 7

CD WORK ITEMS


2 Cum 0.000 0.000 0.000

3 Cum 11.790 5.659 9.432

4 Cum 16.320 7.834 13.056

5 Cum 0.000 0.000 0.000

6 Cum 2.430 1.094 2.187

7 RCC M25 grade for super structure Cum 3.470 1.562 3.123








OTHER ITEMS IF ANY

1 carted earth for approaches to CD work Cum 0.000 0.0002 carted earth for diversion road Cum 0.000 0.000

3 Cum 0.000 0.000 0.000

TOTAL 22.785 51.370 30.921

Sl. No Gravel/

Earth








1 2 3 4 5 6 7

20.5

FORMAT 7




1

1 x 1 3.00 7.50 1.50 33.75

Below bed level 1 x 1 3.00 7.50 0.60 13.50

1 x 1 3.00 0.45 0.45 0.61

1 x 1 3.00 0.45 0.60 0.81

for wing walls 2 x 2 2.00 1.20 1.50 14.40

63.07 81.33 cum 5130.00

2

1 x 1 3.00 7.50 0.15 3.38

1 x 1 3.00 0.45 0.15 0.20

1 x 1 3.00 0.45 0.15 0.20for wing walls 2 x 2 2.00 1.20 0.15 1.44

5.22 326.86 cum 1706.00

3

P.C.C grade M 15 Nominal mix 1:2.5:5

For PCC Raft 1 x 1 3.00 7.50 0.45 10.13

1 x 1 3.00 0.45 0.45 0.61

1 x 1 3.00 0.45 0.60 0.81for wing walls 2 x 2 2.00 1.20 0.30 2.88

14.43 3527.06 cum 50895.00









4

P.C.C grade M 15Nominal mix (1:2.5:5) using CC Mixer (MORD)for body walls 1 x 2 7.50 0.60 1.20 10.80

for wing walls 2 x 2 2.00 1.20 5.5216.32 3674.30 cum 59965.00

5


Guide posts 2 x 5 0.23 0.23 0.60 0.32

4 x 4 0.23 0.23 0.60 0.51

1 x 2 7.50 0.60 0.20 1.802.63 4199.99 cum 11046.00

7


1 x 1 2.70 7.50 0.21 4.25 4816.96 cum 20472.00

8

0.800 42743.43 MT 34195.00

Sub-total ###

9 VAT @ 4.0% on 183409.00 0.00

TOTAL ###


(0.75+0.4)/2










SNo Description No. Length Breadth Depth Quantity Rate Per AmountSuperintending Engineer

P.R / Circle / KhammamExecutive Engineer

PIU(PR)/Divn/BhadrachalamDeputy Exe. Engineer

PIU(PR)/S.D/BurgampahadAsst. Exe. Engineer

PIU(PR)/S.D/ Burgampahad



Sand Metal

1 2 3 4 5 6 7

CD WORK ITEMS


2 Cum 0.000 0.000 0.000

3 Cum 14.430 6.926 11.544

4 Cum 16.320 7.834 13.056

5 Cum 0.000 0.000 0.000

6 Cum 2.630 1.184 2.367









OTHER ITEMS IF ANY

1 carted earth for approaches to CD work Cum 0.000 0.000


3 Cum 0.000 0.000 0.000

TOTAL 19.584 63.070 30.792

Sl. No Gravel/

Earth








FORMAT 7


SLAB CULVERT - 3M VENT at chainage of 3/300SNo Description No. Length Breadth Depth Quantity Rate Per Amount

1

1 x 1 5.70 7.50 1.90 81.23

Below bed level 1 x 1 5.70 7.50 0.75 32.06

1 x 1 5.70 0.60 0.45 1.54

1 x 1 5.70 0.60 0.60 2.05

for wing walls 2 x 2 2.00 1.20 2.00 19.20

136.08 81.33 cum 11068.00

2

1 x 1 5.70 7.50 0.15 1.07

1 x 1 5.70 0.60 0.15 0.09

1 x 1 5.70 0.60 0.15 0.09for wing walls 2 x 2 2.00 1.20 0.15 0.68

1.93 326.86 cum 631.00

3

P.C.C grade M 15 Nominal mix 1:2.5:5

For PCC Raft 1 x 1 5.70 7.50 0.60 4.28

1 x 1 5.70 0.60 0.45 1.54

1 x 1 5.70 0.60 0.60 2.05for wing walls 2 x 2 2.00 1.20 0.30 2.88

10.75 3527.06 cum 37916.00









4


for body walls 1 x 2 7.50 2.10 28.35

for wing walls 2 x 2 2.00 11.52

39.87 3674.30 cum 146494.00

5

R.C.C M 20 Grade (Nominal Mix)Guide posts 2 x 6 0.23 0.23 0.60 0.38

4 x 4 0.23 0.23 0.60 0.51

1 x 2 7.50 0.60 0.20 1.802.69 4199.99 cum 11298.00

6


1 x 1 4.20 7.50 0.30 9.45 4816.96 cum 45520.00

7

RCC M 30


10

1 x 1 40.00 6.00 0.500 120.00 126.92 cum 15230.00


(1.20+0.60)/2

(1.2+0.40)/2

(2.10+1.5)/2






Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller of 80-100 KN capacity to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including all over heads , and Contractors profit but excluding VAT & seignorage charges.Forming approach for diversion


8

2.000 42743.43 MT 85487.00

###

9 VAT @ 4.0% on 371332.00 0.00

Total: ###


Sub-total







Sand Metal

1 2 3 4 5 6 7

CD WORK ITEMS SLAB CULVERT - 3M VENT at chainage of 3/3001 Earth work for foundations Cum 136.080 136.080

2 Cum 0.000 0.000 0.000

3 Cum 10.750 5.160 8.600

4 Cum 39.870 19.138 31.896

5 Cum 0.000 0.000 0.000

6 Cum 2.690 1.211 2.421









OTHER ITEMS IF ANY



3 Cum 0.000 0.000 0.000

TOTAL 33.139 256.080 53.546

Sl. No Gravel/

Earth







CD WORK ITEMS SLAB CULVERT - 3M VENT at chainage of 3/300

21

Form - 7 COST OF CD WORKS

Package no: AP VIII LWE


Construction of CD works

S.No Name of the CD work Quantity Rate Per Amount

1 1 Nos 3977088.00 3977088.00

2 1 Nos 371332.00 1 No 371332.00

3 3 Nos 183409.00 1 No 550227.00

4 3 Nos 163951.00 1 No 491853.00

Total 8 Nos 5390500.00

C/o 4 vent X 6.0m span CD work at 5/620

SLAB CULVERT - 3M VENT at chainage of 3/300









Sand Metal

1 2 3 4 5 6 7

CD WORK ITEMS Construction of CD works Abstract


2 Cum 0.000 0.000 0.000

3 Cum 171.580 82.358 137.264

4 Cum 640.160 307.277 512.128

5 Cum 0.000 0.000 0.000

6 Cum 29.110 13.100 26.199









OTHER ITEMS IF ANY 0.000



3 Cum 18.000 8.100 16.200

TOTAL 570.846 4354.140 863.205

Sl. No Gravel/

Earth







RATE ANALYSIS (CD WORK)


AP08LW 76

Description of item Unit Qty Rate Amount

1 2 3 4 5 6 7

1 Excavation for Structures

Excavation of structures:

Ordinary soilA Manual Means

i Upto 3 m depthUnit = cumTaking output = 10 cum

Mate day 0.00 237.00 0.00Mazdoor (Unskilled) day 3.64 196.00 713.44

Add Agency are allowance @ 0% 0.00c) Material

Seiginorage Charges for earth cum 10.00 0.00 0.00713.44

99.88

Cost for 240 cum = a+b+c+d 813.32

Rate per cum = /10 81.33

2

S. No.

Index Code

RBR-FNDN-1


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

a) Labour

Add 14% Contractor profit and Over head charges



1 2 3 4 5 6 7

S. No.

Index Code

Ordinary soilB Mechanical Means

i Upto 3 m depthUnit = cumTaking output = 240 cum


Add Agency are allowance @ 0% 0.00b) MachineryHydraulic Excavator 1 cum bucket capacity hour 6.00 1808.50 10851.00

c) MaterialSeiginorage Charges for earth cum 240.00 0.00 0.00

12481.72

Add 14% Contractor profit and Over head charges 1747.44

Cost for 240 cum = a+b+c+d 14229.16

Rate per cum = /240 59.29

NOTE:

ii 3 m to 6 m depthMechanical Means

Unit = cum

Taking output = 210 cum

a) Labour


Add Agency are allowance @ 0% 0.00b) Machinery

Hydraulic excavator 1.0 cum bucket capacity hour 6.00 1808.50 10851.00c) Material

Seiginorage Charges for earth cum 240.00 0.00 0.0012481.72


Cost for 210 cum = a+b+c+d 14229.16Rate per cum = (a+b+c+d)/210 67.76

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

a) Labour

Note : 1. Cost of dewatering upto 5% of a+b may be added, where required, up to 10 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.

Note : Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.


1 2 3 4 5 6 7

S. No.

Index Code

3

Sand fillingUnit = cum


Add Agency are allowance @ 0% 0.00b) MaterialSand cum 1.00 225.96 225.96

286.72


Rate per cum = a+b+c+d 326.86

4

P.C.C grade M 10 NOMINALMIXNominal mix 1:3:6Unit = cum(a) MaterialCement t 0.220 2,900.00 638.00Coarse sand cum 0.450 375.96 169.1840 mm aggregate cum 0.900 1,892.90 1703.61Water kl 1.200 70.00 84.00(b) Labour Mate day 0.000 237.00 0.00Mason (1st Class) day 0.100 258.00 25.80Mazdoor (Unskilled) day 1.390 196.00 272.44

Add Agency are allowance @ 0% 0.00(c) Machinery

hour 0.400 345.00 138.00

Water tanker 6 kl capacity hour 0.130 345.00 44.85

2. Cost of shoring and shuttering, where needed, may be taken @ 10 per cent on cost of excavation for open foundation.

RBR-FNDN-2


a) Labour

RBR-FNDN-4


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


1 2 3 4 5 6 7

S. No.

Index Code

3075.88

4.00% 123.04

3198.92


Rate per cum = a+b+c+d+e+f 3646.77

5

P.C.C grade M 15 NOMINALMIXNominal mix 1:2.5:5Unit = cum(a) MaterialCement t 0.275 2,900.00 797.50Coarse sand cum 0.480 375.96 180.4640 mm aggregate cum 0.480 1,892.90 908.5920 mm aggregate cum 0.240 1,723.95 413.7510 mm aggregate cum 0.080 1,368.95 109.52Water kl 1.200 70.00 84.00(b) Labour Mate day 0.000 237.00 0.00Mason (1st Class) day 0.100 258.00 25.80Mazdoor (Unskilled) day 1.390 196.00 272.44


hour 0.400 345.00 138.00

Water tanker 6 kl capacity hour 0.130 345.00 44.852974.91

4.00% 119.00

3093.91



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

RBR-FNDN-4





1 2 3 4 5 6 7

S. No.

Index Code

6

P.C.C grade M 20 NOMINALMIXNominal mix 1:2:4Unit = cum(a) MaterialCement t 0.330 2,900.00 957.00Coarse sand cum 0.450 375.96 169.1840 mm aggregate cum 0.360 1,892.90 681.4420 mm aggregate cum 0.360 1,723.95 620.6210 mm aggregate cum 0.180 1,368.95 246.41Water kl 1.200 70.00 84.00(b) Labour Mate day 0.000 237.00 0.00Mason (1st Class) day 0.100 258.00 25.80Mazdoor (Unskilled) day 1.390 196.00 272.44Bhisti day 0.000


hour 0.400 345.00 138.00

Water tanker 6 kl capacity hour 0.130 345.00 44.853239.74

4.00% 129.59

3369.33



RBR-FNDN-4





1 2 3 4 5 6 7

S. No.

Index Code

7

B P.C.C grade M 15 DESIGN MIXDesign mixUnit = cum(a) MaterialCement t 0.275 2,900.00 797.50Coarse sand cum 0.450 375.96 169.1840 mm aggregate cum 0.540 1,892.90 1022.1620 mm aggregate cum 0.270 1,723.95 465.4710 mm aggregate cum 0.090 1,368.95 123.21Water kl 1.200 70.00 84.00(b) Labour Mate day 0.000 237.00 0.00Mason (1st Class) day 0.100 258.00 25.80Mazdoor (Unskilled) day 1.390 196.00 272.44


hour 0.400 345.00 138.00

Generator 33KVA hour 0.400 620.00 248.00Water tanker 6 kl capacity hour 0.130 345.00 44.85

3390.61

4.00% 135.62

3526.23



RBR-FNDN-4

Providing concrete for plain concrete M 15 grade DESIGN MIX 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 technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges




1 2 3 4 5 6 7

S. No.

Index Code

8

P.C.C grade M 20 DESIGN MIXDesign mixUnit = cum(a) MaterialCement t 0.343 2,900.00 994.70Coarse sand cum 0.450 375.96 169.1840 mm aggregate cum 0.360 1,892.90 681.4420 mm aggregate cum 0.360 1,723.95 620.6210 mm aggregate cum 0.180 1,368.95 246.41Water kl 1.200 70.00 84.00(b) Labour Mate day 0.000 237.00 0.00Mason (1st Class) day 0.100 258.00 25.80Mazdoor (Unskilled) day 1.390 196.00 272.44Bhisti day 0.000


hour 0.400 345.00 138.00


3525.44

4.00% 141.02

3666.46



RBR-FNDN-4

Providing concrete for plain concrete M 20 grade DESIGN MIX 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 technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges




1 2 3 4 5 6 7

S. No.

Index Code

9

CASE I : Using Concrete Mixer Unit = cum(a) MaterialCement t 0.347 2,900.00 1006.30Coarse sand cum 0.45 375.96 169.1820 mm aggregate cum 0.54 1,723.95 930.9310 mm aggregate cum 0.36 1,368.95 492.82water for concrete and for curing Kl 1.20 70.00 84.00

(b) Labour Mate day 0.00 237.00 0.00Mason (1st Class) day 0.10 258.00 25.80Mazdoor (Unskilled) day 1.39 196.00 272.44


Concrete mixer 0.4/0.28 cum capacity 0.40 345.00 138.00

Generator 33 KVA hour 0.40 620.00 248.003367.47

(d) Formwork @ 4% on (a+b+c) 4.00% 134.70

3502.17

490.30


10

RBR-FNDN-4

Providing concrete for reinforced concrete M 20 grade (Design Mix) in open foundations using 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 technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges

R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH)

hr / cum


RBR-PCVT-3

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges


1 2 3 4 5 6 7

S. No.

Index Code

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

i) 1200 mm dia

Mate day 0.00 237.00 0.00Mason (1st Class) day 0.50 258.00 129.00Mazdoor (Unskilled) day 3.14 196.00 615.44

rm

Add Agency are allowance @ 0% 0.00b) MaterialSand at site cum 0.05 375.96 18.80Cement at site t 0.07 2,900.00 203.00RCC pipe NP3 pipe at site m 7.50 7527.40 56455.50RCC pipe NP3 collar at site nos 2.00 1371.00 2742.00

60163.74


Cost for 7.5 m = a+b+c+d 68586.66Rate per m = (a+b+c+d)/7.5 9144.89

ii) 1000 mm dia


rm

Add Agency are allowance @ 0% 0.00b) MaterialSand at site cum 0.04 375.96 15.04Cement at site t 0.03 2,900.00 87.00RCC pipe NP3 pipe including collar at site m 7.50 5577.90 41834.25RCC pipe NP3 collar at site nos 2.00 866.00 1732.00

44142.43



iii) 800 mm dia


a) Labour

Laying & fixing of Pipes with colors in position including lifting, aligning etc.,

a) Labour


a) Labour


1 2 3 4 5 6 7

S. No.

Index Code

rm

Add Agency are allowance @ 0% 0.00b) MaterialSand at site cum 0.024 375.96 9.02Cement at site t 0.018 2,900.00 52.20RCC pipe NP3 pipe including collar at site m 7.50 3510.50 26328.75RCC pipe NP3 collar at site nos 2.00 594.00 1188.00

27861.67

3900.63


iv) 600 mm dia


rm 283.70

Deduct 20% for 600 mm dia pipes -56.74226.96

Add Agency are allowance @ 0% 0.00b) Material

Sand at site cum 0.024 375.96 9.02Cement at site t 0.018 2,900.00 52.20RCC pipe NP3 pipe including collar at site m 7.50 2230.70 16730.25RCC pipe NP3 collar at site nos 2.00 349.00 698.00

17716.43



11

Unit = t(a) Material

t 1.05 33,000.00 34650.00



a) Labour


RBR-FNDN-7

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 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. & Seigneorage charges

HYSD bars including 5 per cent for overlaps and wastage


1 2 3 4 5 6 7

S. No.

Index Code

Binding wire kg 6.00 52.00 312.00

Mate day 0.00 237.00 0.00Blacksmith day 2.00 258.00 516.00Mazdoor (Unskilled) day 6.40 196.00 1254.40

Add Agency are allowance @ 0% 0.0036732.40


Rate per t = a+b+c+d 41874.94

Sub structure items12

I For height upto 5 m

i Unit = cum

P.C.C grade M 15

Nominal mix (1:2.5:5) using CC Mixer (MORD)Unit = cum(a) MaterialCement t 0.275 2,900.00 797.50Coarse sand cum 0.480 375.96 180.4640 mm aggregate cum 0.480 1,892.90 908.5920 mm aggregate cum 0.240 1,723.95 413.7510 mm aggregate cum 0.080 1,368.95 109.52water for concrete and for curing Kl 1.20 70.00 84.00


Add Agency are allowance @ 0% 0.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.400 345.00 138.00

2930.06

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

RBR-SBST-5


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


1 2 3 4 5 6 7

S. No.

Index Code

10.00% 293.01

3223.07



13

B P.C.C grade M 15 DESIGN MIXDesign mixUnit = cum(a) MaterialCement t 0.275 2,900.00 797.50Coarse sand cum 0.450 375.96 169.1840 mm aggregate cum 0.540 1,892.90 1022.1620 mm aggregate cum 0.270 1,723.95 465.4710 mm aggregate cum 0.090 1,368.95 123.21Water kl 1.200 70.00 84.00(b) Labour Mate day 0.000 237.00 0.00Mason (1st Class) day 0.100 258.00 25.80Mazdoor (Unskilled) day 1.390 196.00 272.44


hour 0.400 345.00 138.00


3390.61

10.00% 339.06

3729.67




RBR-FNDN-4

Providing concrete for plain concrete M 15 grade DESIGN MIX in Sub structure 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 technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT. & Seigneorage charges




1 2 3 4 5 6 7

S. No.

Index Code

14


HYSD bars including 5 per cent overlaps and wastage t 1.050 33,000.00 34650.00

Binding wire kg 6.000 52.00 312.00

Mate day 0.000 237.00 0.00Blacksmith day 2.000 258.00 516.00Mazdoor (Unskilled) day 6.840 196.00 1340.64




15

R.C.C. grade M 25 (Design Mix)Unit = cumHeight upto 5mCase I : Using concrete Mixer (a) MaterialCement t 0.403 2,900.00 1168.70Coarse sand cum 0.450 375.96 169.1820 mm aggregate cum 0.540 1,723.95 930.9310 mm aggregate cum 0.360 1,368.95 492.82water for concrete and for curing Kl 1.20 70.00 84.00



RBR-SBST-6

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 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. & Seigneorage charges

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

RBR-SBST-5



1 2 3 4 5 6 7

S. No.

Index Code

Concrete mixer 0.4/0.28 cum capacity hour 0.40 345.00 138.00Generator 33 KVA hour 0.40 620.00 248.00Vibrator hour

3529.87(d) Formwork @ 10% on (a+b+c) 10.00% 352.99

3882.86



16

R.C.C. grade M 25 (Design Mix)Height 5m to 10mCase I : Using concrete Mixer

cum 1 3529.87 3529.87

d) formwork

11.80% 416.52

1.80% 7.50



Rate perm (a+b+c+d+e+f) 4507.43

Super structure items17


HYSD bars including 5 per cent for laps and wastage t 1.05 33,000.00 34650.00

Binding wire kg 8.00 52.00 416.00

RBR-SBST-5

Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT& Seigneorage charges 5 to 10m height.

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item VI (i) Case I excluding of Formwork

Add on cost of material, labour and machinery (a+b+c) for Formwork

Add on cost of material, Labour and machinery excluding formwork to cater for extra lift

RBR-SPST-2



1 2 3 4 5 6 7

S. No.

Index Code

Mate day 0.00 237.00 0.00

Blacksmith/ Rod Binder day 3.00 258.00 774.00

Mazdoor (Unskilled) day 8.44 196.00 1654.24Add Agency are allowance @ 0% 0.00

37494.24



18


Unit =cum

(i) Height upto 5m

Case I : Using Concrete Mixer.

(a) Material

Cement t 0.330 2,900.00 957.00

Coarse sand cum 0.45 375.96 169.18

20 mm aggregate cum 0.54 1,723.95 930.93

10 mm aggregate cum 0.36 1,368.95 492.82

water for concrete and for curing Kl 1.20 70.00 84.00

(b) Labour

Mate day 0.00 237.00 0.00

Mason (1st Class) day 0.10 258.00 25.80

Mazdoor (Unskilled) day 1.39 196.00 272.44

Add Agency are allowance @ 0% 0.00

c) Machinery

Concrete mixer 0.4/0.28 cum capacity 0.40345.00

138.00

3070.17

d) Formwork and staging of (a+b+c) 20.00% 614.03

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

RBR-SPST-1


hour/cum

d) For formwork and staging refer to sub-item I (B) case I above


1 2 3 4 5 6 7

S. No.

Index Code

3684.20



19

R.C.C M 25 Grade (Design Mix)Unit =cum(i) Height upto 5mCase I : Using Concrete Mixer.(a) MaterialCement t 0.40 2,900.00 1160.00Coarse sand cum 0.45 375.96 169.1820 mm aggregate cum 0.54 1,723.95 930.9310 mm aggregate cum 0.36 1,368.95 492.82water for concrete and for curing Kl 1.20 70.00 84.00


Add Agency are allowance @ 0% 0.00c) MachineryConcrete mixer 0.4/0.28 cum capacity 0.40 345.00 138.00Generator 33 KVA hour 0.40 620.00 248.00

3521.17

d) Formwork and staging of (a+b+c) 20.00% 704.234225.40



RBR-SPST-1


hour/cum



1 2 3 4 5 6 7

S. No.

Index Code

20

R.C.C M 25 Grade (Design Mix)Unit =cumHeight 5m to 10mCase I : Using Concrete Mixer.(a) MaterialCement t 0.40 2,900.00 1160.00Coarse sand cum 0.45 375.96 169.1820 mm aggregate cum 0.54 1,723.95 930.9310 mm aggregate cum 0.36 1,368.95 492.82water for concrete and for curing Kl 1.20 70.00 84.00


Add Agency are allowance @ 0% 0.00c) MachineryConcrete mixer 0.4/0.28 cum capacity 0.40 345.00 138.00Generator 33 KVA hour 0.40 620.00 248.00

3521.17

d) Formwork and staging of (a+b+c) 25.00% 880.294401.46



21

Unit = cum(a) MaterialCement t 0.407 2,900.00 1180.30Sand cum 0.45 375.96 169.1820 mm aggregate cum 0.54 1,723.95 930.9310 mm aggregate cum 0.36 1,368.95 492.82

RBR-SPST-1

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including overhead charges & Contractors profit but excluding VAT& Seigneorage charges 5 to 10m height.

hour/cum


RBR-SPST-5



1 2 3 4 5 6 7

S. No.

Index Code

t 0.075 37494.24 2812.07

water for concrete and for curing Kl 1.20 70.00 84.00


day 0.15 196.00 29.40

Add Agency are allowance @ 0% 0.00c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 345.00 138.00Generator 33 KVA. hour 0.40 620.00 248.00

6382.94(d) Formwork @ 3% of cost of concrete 3.00% 191.49

6574.43



22

Unit = Running mTaking output = 4x12 m Span = 48 m(a) M 25 grade R.C.C.No. of vertical posts = (6+1) 4 = 28 nos

Hand rail in 3 tiers = 3x48 = 144 mCross-sectional area = 0.17x0.175 = 0.03 sqmConcrete in hand rails = 0.03 x 144 = 4.32 cumTotal concrete = 1.932+4.32 = 6.252 cum cum 6.252 3825.39 23916.34(b) HYSD bar reinforcement (Rate as per item 13.2) t 1.36 37494.24 50992.17

74908.51


Cost for 48 m = (a+b+c+d) 85395.70Rate per m = (a+b+c+d)/48 1779.08

HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CP

Mazdoor (Unskilled) for cleaning deck slab concrete surface

RBR-SPST-7

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 & 10 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD ,including overhead charges & Contractors profit but excluding cost of steel and VAT& Seigneorage charges

Cross-sectional area of vertical post = 0.25x0.275 = 0.069 sqmConcrete in vertical posts = 0.069x28x1.00 = 1.932 cum


1 2 3 4 5 6 7

S. No.

Index Code

Sub Analysis for Rate of Concrete(a) MaterialCement t 0.40 2,900.00 1160.00Coarse sand cum 0.45 375.96 169.1820 mm aggregate cum 0.54 1,723.95 930.9310 mm aggregate cum 0.36 1,368.95 492.82water for concrete and for curing Kl 1.20 70.00 84.00


Add Agency are allowance @ 0% 0.00c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 345.00 138.00

3415.53Formwork @ 12% 12.00% 409.86Total (a+b+c+d) 3825.39

23

Unit = cum(a) MaterialCement t 0.275 2,900.00 797.50Coarse sand cum 0.48 375.96 180.4640 mm aggregate cum 0.54 1,892.90 1022.1620 mm aggregate cum 0.27 1,723.95 465.4710 mm aggregate cum 0.09 1,368.95 123.21water for concrete and for curing Kl 1.20 70.00 84.00

(b) Labour Mate day 0.00 237.00 0.00Mason (1st Class0 day 0.10 258.00 25.80Mazdoor (Unskilled) day 1.39 196.00 272.44

Add Agency are allowance @ 0% 0.00c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 345.00 138.00Generator 33 KVA. hour 0.40 620.00 248.00

3357.04


RBR-SPST-12

P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH ,including overhead charges & Contractors profit but excluding VAT& Seigneorage charges

Nominal mix (1:2.5:5) / PCC M 15 using Concrete Mixture


1 2 3 4 5 6 7

S. No.

Index Code


24

Unit = cum(a) MaterialReinforced cement concrete M 25 gradeCement t 0.403 2,900.00 1168.70Coarse sand cum 0.45 375.96 169.1820 mm aggregate cum 0.54 1,723.95 930.9310 mm aggregate cum 0.36 1,368.95 492.82water for concrete and for curing Kl 1.20 70.00 84.00

(b) Labour Mate day 0 237.00 0.00Mason (1st Class) day 0.1 258.00 25.80Mazdoor (Unskilled) day 1.39 196.00 272.44Bhisti day


Concrete mixer 0.4/0.28 cum capacity 0.4 345.00 138.00

3281.87(d) Formwork @ 2.00% on (a+b+c) 2.00% 65.64

3347.51


HYSD reinforcement

Rate per item 2 t

Rate per cum = (a) 3816.1629

Unit = cum(a) MaterialStone boulders ( 25kg / 40kg minimum) cum 1.00 842.72 842.72stone spalls cum 0.20 41.25 8.25(b) Labour Mate day 0.00 237.00 0.00

RBR-SPST-13

Reinforced Cement Concrete M 25 grade approach slab using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1211 MORD / 1500, 1600, 1700 & 2704 MORTH ,including overhead charges & Contractors profit but excluding VAT& Seigneorage charges

hr / cum

RBR-PTWK-1

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing less than 25/40kg laid dry complete as per drawing and technical specifications clause 1301 MoRD / 2503 MoRTH


1 2 3 4 5 6 7

S. No.

Index Code

Mason (1st Class) day 0.35 258.00 90.30Mazdoor (Unskilled) day 0.79 196.00 154.84



Rate per cum = (a) 1249.57

29

Unit = cum(a) MaterialStone for rubble flooring 150mm thick cum 1.00 829.72 829.72stone spalls cum 1.00 41.25 41.25(b) Labour Mate day 0.00 237.00 0.00Mason (1st Class) day 0.50 258.00 129.00Mazdoor (Unskilled) day 1.60 196.00 313.60



Rate per cum = (a) 1497.47

RBR-PTWK-9

Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1303.3 MoRD / 2506 MoRTH





PMGSY

Enter RED Cells onlyName of Work: R/f R&B Road to Regalla in Pinapaka ( M )

Package No AP08LW 76

Total length of the Road 6.680 km

Length of the road now proposed in this Est 6.680 km

DPR Approved by STA for Rs 258.500 Lakhs

CONSTITUENCY Pinapaka

MANDAL : Pinapaka

SUB-DIVISION : Burgampahad

DIVISION : PIU/PR Bhadrachalam

Habitations Connected

Name of the habitation Population

1 Veerapuram - 201 201

2 Maddulagudem - 825 825

3 Regalla - 359 359

4

5

6

7

8

9

10

Existing surface details & Proposed layers

Existing Surface Length Reach

1 Track 0.00 0 0

2 Gravel 6.68 0/000 - 6/680 BT

Sl. No

Sl. No.

Proposed surface

PMGSY

3 WBM 0 0 0

4

5

Propsed CD Works

Sl.No Type of CD work Reach/ Location Nos/ Length

1 C/o 4 vent X 6.0m span CD work at 5/620 Km 5/620 1

2 SLAB CULVERT - 3M VENT at chainage of 3/300 Km 3/30 1

3 3

4 3

CC Pavement

Sl.No Name of the village Reach/ Location Length

1 0 0

Propsed Protection Works

Sl.No Type of protection work Reach/ Location Nos/ Length

1 Retaining wall 0 0

Proposed crust thickness

Sub-Base 100.00 mm

Base 150.00 mm

Whether the Project area comes within Agency Area/ Municipal Area limits

Agency 0%

Add 14% Contractor profit and Over head charges 14%

ENTER THE QUARRY NAME & LEAD IN KM


Km 0/060, Km Km 2/540, Km 2/850


Km 0/690, Km 0/900, Km 1/700

If Yes mention Agency/ Municipal and % otherwise put 0%

PMGSY

For CD Works1 150 mm soling stone HBG metal Thoggudem 87 km

2 SS Revetment work 300mm HBG stone Thoggudem 87 km

3 40 mm SS-5 HBG Metal Hand broken Thoggudem 87 km

4 40 mm SS-5 HBG Metal Machnine crushed Thoggudem 87 km






10 Local 19 km

11 Sand for Filling and blindage Local 19 km

Road Metal km

1 Thoggudem 87 km

2 Thoggudem 87 km

3 Thoggudem 87 km

4 50 to 55 mm IRC & MoRTH HBG metal M/C Thoggudem 87 km

5 Thoggudem 87 km

6 25 to 27 mm IRC & MoRTH HBG M/C metal M/C Thoggudem 87 km



9 Thoggudem 87 km


11 Thoggudem 87 km

12 HBG Stone chips 2.36mm and below Thoggudem 87 km

13 Local 19 km

14 Sand for Filling and blindage Local 19 km

Sand for Mortar, ceiling coat including washing screening etc complete

60 to 63 mm IRC & MoRTH HBG metal Hand broken


60 to 63 mm IRC & MoRTH HBG metal Machine Crushed

40 to 45 mm IRC & MoRTH HBG M/C metal M/C

9.5 to 11.20 mm IRC & MoRTH HBG M/C metal M/C

2.36 to 5 mm IRC & MoRTH HBG M/C metal M/C


PMGSY

15 Gravel including stacking Local 12 km

16 Hume pipes 1200mm Dia., NP3 PE Palvoncha 96 km






22 Bitumen Visakha 494 km

-----------------------------END OF INPUT------------------------------

Format-6DETAILED CUM ABSTRACT ESTIMATE


AP08LW 76 length 6.68 km

S No Description No. Length Breadth Depth Quantity

1

In Km.0/0 to 6/700 1 x 2 6680.00 4.00 - 53440.00

deduct voids @ 40% -21376.00

32064.00 sqm

2

As per Calculation sheetin km 0/000 - 2/200, 2/600-6/300 15911.72

15911.72 cum3

As per Calculation sheet

in km 2/200 - 2/600, 6/300-6/680 1866.71

1866.71 cum

4

0/0-6/700 1 x 1 6680.00 4.00 0.100 2672.00

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD/MORTH including overhead & Contractor profit but excluding VAT & Seigneorage charges

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted with vibratory roller of 80-100 KN capacity to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead & Contract profit but excluding VAT & Seigneorage charges


Construction of granular sub-base/ Shoulders by providing well graded material / close graded material, having soked CBR not less than 20% and P.I Value less than 6, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 401 MORD including all over heads , and Contractors profit but excluding VAT & seignorage charges.


2,672.00 cum

5

0/0-6/700 1 x 2 6680.00 1.875 0.150 3757.503,757.50 cum

WBM Grading 2 (using Graded Metal)

6

Add bell mouth at 0/0 1 x 2 20.00 3.00 0.075 9.00

0/0-6/500 1 x 1 6500.00 3.75 0.075 1828.13

6/500-6/680 1 x 1 180.00 3 0.075 40.50

@ 4/250 1 x 0.5 92.00 0.95 0.075 0.00

@ 5/510 1 x 0.5 58.00 0.95 0.075 0.00

@ 6/270 1 x 0.5 64.00 0.95 0.075 0.00

@ 6/310 1 x 0.5 77.00 0.95 0.075 0.00

1,877.63 cumWBM Grading 3 (using Graded Metal)

7

Add bell mouth at 0/0 1 x 2 20.00 3.00 0.075 9.000/0-6/500 1 x 1 6500.00 3.75 0.075 1828.13

6/500-6/680 1 x 1 180.00 3 0.075 40.50

@ 4/250 1 x 0.5 92.00 0.95 0.075 0.00


Providing, laying, spreading and compacting stone aggregates of Hard granite hand broken of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials of plasticity index in between 2 to 6, to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 MORD for compacted thickness of 75 mm including all over heads , and Contractors profit but excluding VAT & seignorage charges.

(i) Providing, laying, spreading and compacting Hard Granite machine crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate and using binding material having PI value 2-6 ,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD for compacted thickness of 75 mm.including all over heads , and Contractors profit but excluding VAT & seignorage charges.


@ 5/510 1 x 0.5 58.00 0.95 0.075 0.00@ 6/270 1 x 0.5 64.00 0.95 0.075 0.00@ 6/310 1 x 0.5 77.00 0.95 0.075 0.00

1,877.63 cum

8 Prime Coat- Low porosity

Add bell mouth at 0/0 1 x 2 20.00 3.00 120.000/0-6/500 1 x 1 6500.00 3.75 24375.00

6/500-6/680 1 x 1 180.00 3 540.00

@ 4/250 1 x 0.5 92.00 0.95 0.00@ 5/510 1 x 0.5 58.00 0.95 0.00@ 6/270 1 x 0.5 64.00 0.95 0.00@ 6/310 1 x 0.5 77.00 0.95 0.00

25,035.00 sqm

9 Tack Coat

Add bell mouth at 0/0 1 x 2 20.00 3.00 120.000/0-6/500 1 x 1 6500.00 3.75 24375.006/500-6/680 1 x 1 180.00 3.00 540.00@ 4/250 1 x 0.5 92.00 0.95 0.00@ 5/510 1 x 0.5 58.00 0.95 0.00@ 6/270 1 x 0.5 64.00 0.95 0.00@ 6/310 1 x 0.5 77.00 0.95 0.00

25,035.00 sqm

10

Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD for use on WBM including all over heads , and Contractors profit but excluding VAT & seignorage charges.

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm (0.275kg/ sqm) on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD including all over heads and contractors profit but excluding VAT & seignorage charges.

20mm thick Open-Graded Premix Carpet using Bituminous (Penetration grade / Modified Bitumen ) Binder


Add bell mouth at 0/0 1 x 2 20.00 3.00 120.00

0/0-6/500 1 x 1 6500.00 3.75 24375.00

6/500 - 6/680 1 x 0.5 180.00 3.00 540.00

@ 4/250 1 x 0.5 92.00 0.95 0.00

@ 5/510 1 x 0.5 58.00 0.95 0.00

@ 6/270 1 x 0.5 64.00 0.95 0.00

@ 6/310 1 x 0.5 77.00 0.95 0.00

25,035.00 sqm

11 Seal Coat

Add bell mouth at 0/0 1 x 2 20.00 3.00 120.00

0/0-6/500 1 x 1 6500.00 3.75 24375.00

6/500 - 6/680 1 x 0.5 180.00 3.00 540.00

@ 4/250 1 x 0.5 92.00 0.95 0.00

@ 5/510 1 x 0.5 58.00 0.95 0.00

@ 6/270 1 x 0.5 64.00 0.95 0.00

@ 6/310 1 x 0.5 77.00 0.95 0.00

25,035.00 sqm

Providing, laying and rolling of OGPC ( Open-graded premix carpet) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen S-65 (60/70) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 0-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 MORD including all over heads , and Contractors profit but excluding VAT & seignorage charges.

Providing and laying Seal Coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller) including all over heads , and Contractors profit but excluding VAT & seignorage charges.

ABSTRACT ESTIMATE


AP08LW 76

Description of Item No L B D Quantity Rate (Rs) unit Amount(Rs)

1 2 3 4 5 6 7 8 9 10

1

By Machanical Means 32064.00 13.65 /10 sqm 43762.00

2

as per calculation sheet from 15911.72 59.02 /1cum 939110.00

3

as per calculation sheet from 1866.71 126.92 1cum 236923.00

4

2,672.00 395.82 /1 Cum 1057631.00

5

3,757.50 395.82 /1 Cum 1487294.00

6 WBM Grading 2 (using Graded Metal)

Sl.No.


Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted with vibratory roller of 80-100 KN capacity to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead &





1 2 3 4 5 6 7 8 9 10

Sl.No.

1,877.63 2258.60 Cum 4240815.00

7 WBM Grading 3 (using Graded Metal)

1,877.63 2554.90 Cum 4797157.00

8 Prime Coat- Low porosity

### 25.33 /1 sqm 634137.00

9 Tack Coat

### 9.13 /1 sqm 228570.00

10

### 134.76 /1 sqm 3373717.00

11 Seal Coat

Providing, laying, spreading and compacting stone aggregates of Hard granite hand broken of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials of plasticity index in between 2 to 6, to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 MORD for compacted thickness of 75 mm including all over heads , and Contractors profit but excluding VAT & seignorage

(i) Providing, laying, spreading and compacting Hard Granite machine crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate and using binding material having PI value 2-6 ,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD for compacted thickness of 75 mm.including all over heads , and Contractors



20mm thick Open-Graded Premix Carpet using Bituminous (Penetration grade / Modified Bitumen ) BinderProviding, laying and rolling of OGPC ( Open-graded premix carpet) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen S-65 (60/70) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 0-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 MORD including all over heads , and Contractors profit but excluding VAT & seignorage charges.


1 2 3 4 5 6 7 8 9 10

Sl.No.

### 55.38 /1 sqm 1386438.00

Total Rs. ###




Deputy Exe. EngineerPIU(PR)/S.D/

Burgampahad





Sand Metal

1 2 3 4 5 6 7ROAD ITEMS SEIGNIORAGE STATEMENT ABSTRACT

1 Cum 15911.72 15911.72

2 C/o of embankment obtained from borrow pits Cum 1866.71 1866.71

3 Cum 2672.00 1148.96 2271.20

4 Cum 3757.50 1615.73 3193.88

5 Grading-II Cum 1877.63 2922.90

6 Grading-III Cum 1877.63 2722.56

7 OGPC Sq.m 25035.00 675.95

8 Seal coat Sq.m 25035.00 225.32

9 CC for pavement Cum 0.00 0.00 0.00

CD WORK ITEMS


2 Cum 0.00 0.00 0.00

3 Cum 171.58 82.36 137.26

4 Cum 640.16 307.28 512.13

5 Cum 0.00 0.00 0.00

6 Cum 29.11 13.10 26.20









OTHER ITEMS IF ANY 0.001 3000.002 336.003 18.00

TOTAL 3327.43 24261.65 7393.73

Seigniorage Charges per CUM in Rs. 40.00 22.00 50.00

133097.23 533756.19 369686.25

Total Seigneorage Charges 1036540.00

Sl. No Gravel/

Earth

C/o of embankment obtained from road way cutting

Granular Sub-base

Granular Shoulders




PCC M20 Nominal mix (1:2:4) grade for Sub-structure



GENERAL ABSTRACTR/f R&B Road to Regalla in Pinapaka ( M )

AP08LW 76Sl.No Item Km/ Nos Rate

Part - A

1Cost of Civil work

2 CD works as per Sub -Estimates

Type of CD work Location

C/o 4 vent X 6.0m span CD work at 5/620 Km 5/620 1 3977088.00

Km 3/3 1 371332.00

3 183409.00

3 163951.00

3 Protection works as per Sub -EstimatesType of protection work Location

Retaining wall 0 0 0.00

46.68 10000

5 VAT @ 4%

6 Add Seigneorage charges

76.68 10000

8 LS for rounding of

PART - A TOTAL Rs.Part - B

9 Maintenance cost @ Rs.1.50 lakhs per year 6.68 150000

10 6.68 600000

GRAND TOTAL Rs.



Km 0/06,2/540, 2/850


Km 0/690, 0/900,1/700

Provision for Name boards, Logo and Sign board etc., at Rs10,000/km

Provision for preparation of DPR and conduting tests like OMC & CBR etc., at Rs10,000/km

Renewal coat at the end of fifth year @ Rs.6.00 lakhs per Km

The work is administratively sanctioned for Rs:258.50 lakhs under PMGSY LWEP vide GO MS

No:331 of PR & RD (Programmes II) Department,Dt: 17.09.2010 of Government of A.P.

The estimate part - A is technically sanctioned for Rs.258.50 lakhs

(___________________________________________________________________________) and

registered vide TSR No: /20010 -11, Dt:__________ and Part (A+B) is Technically approved for

Rs.308.60 lakhs

Asst. Exe. EngineerPIU(PR)/Burgampahad



Superintending Engineer P.R/Circle/ Khammam

Chief Engineer, PMGSYHyderabad

GENERAL ABSTRACTR/f R&B Road to Regalla in Pinapaka ( M )

AP08LW 76Amount

18425554.00

3977100.00

371400.00

550300.00

491900.00

0.00

66800.00

23883054.00

955322.00

1036540.00

66800.00

209156.00

26150872.00

1002000.00

4008000.00

5010000.00

31160872.00

The work is administratively sanctioned for Rs:258.50 lakhs under PMGSY LWEP vide GO MS

of PR & RD (Programmes II) Department,Dt: 17.09.2010 of Government of A.P.

The estimate part - A is technically sanctioned for Rs.258.50 lakhs

(___________________________________________________________________________) and

registered vide TSR No: /20010 -11, Dt:__________ and Part (A+B) is Technically approved for

Superintending Engineer P.R/Circle/ Khammam

Chief Engineer, PMGSYHyderabad

Data Sheet

of 104

RATE ANALYSIS (ROAD WORK)


AP08LW 76


1 2 3 4 5 6 71 Clearing and Grubbing Road Land

RBR-STCL-2

By Machanical MeansIn area of non Throny Jungle (Light Jungle)Unit =10 SqmOut put = 1 Hectare

a) LabourMate day 0.00 196.00 0.00Mazdoor (un-skilled) day 4.16 196.00 815.36

Add Agency are allowance @ 0% 0.00b) Machinery 0.00

hour 10.00 1081.19 10811.90

Tractor with trolley 3t hour 1.00 345.00 345.00Total 11972.26

c) Add 14% Contractor profit and Over head charges 1676.12Rate for hectare 13648.38Rate per 10 Sqm = (a+b+c)/1000 13.65

2 RBR-EECD-1 Preparation of Foundation for Embankment

Unit = sqm Taking output = 100 sqm

Mate day 0.000 196.00 0.00 Mazdoor (Unskilled) day 4.160 196.00 815.36

Add Agency are allowance @ 0% 0.00b) MachineryTractor with trolley hour 1.500 345.00 0.00

815.36


Cost for 100 sqm = a+b+c+d 929.51Rate per sqm = (a+b+c+d)/100 9.30

S. No.

Index Code


Dozer D-50 with attachment or suitable machinery for removal of trees & stumps

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including overhead charges & Contractors profit but excluding VAT.& Seigneorage charges

a) Labour

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

3 RBR-EECD-3

Taking Out put = 100 Cuma) Labour

Mate 0.00 196.00 0.00Mazdoor day 0.52 196.00 101.92


Dozer D 50 for spreading @ 200cum per hour hour 0.50 1081.19 540.60Motor grader for grading @ 200cum per hour hour 0.50 2600.00 1300.00Water tanker 6kl capacity hour 2.00 345.00 690.00

Three wheel 80-100 KN static roller @ 10cum per hour hour 1.25 746.50

ORVibratory Roller 80-100 KN @100cum per hour hour 1.00 1704.60 1704.60

c) MaterialSeiginorage Charges for earth cum 100.00 0.00 0.00Cost of water Kl 12.00 70.00 840.00Total 5177.12

d) Add 14% Contractor profit and Over head charges 724.80

Rate for 100 cum 5901.92Rate per cum 59.02

4 RBR-EECD-4

Unit = cumTaking output = 100 cum

a) LabourMazdoor (Unskilled) day 1.04 196.00 203.84


Machinary rate Cum 100.00

Note : In case material is to be reused at site, transportation cost catered above (Sub-item b) for disposal shall be deleted.

Construction of embankment with material obtained from road way cutting by using Machinery

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted with vibratory roller of 80-100 KN capacity to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead & Contract profit but excluding VAT & Seigneorage charges

Construction of Embankment with Material Obtained from Borrow pits by Machinery


Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

hour 1.67 1,808.50 3020.20

Tipper 5.5cum with 10T capacity hour 4.50 629.80 2834.10Dozer D50 for spreading @ 200 cum per hour hour 0.50 1081.19 540.60Motor grader for grading @ 200cum per hour hour 0.50 2600.00 1300.00Water tanker 6 KL capacity hour 2.00 345.00 690.00



c) MaterialSeiginorage Charges for earth cum 100.00 0.00 0.00Cost of water Kl 12.00 70.00 840.00compensation for earth taken from private land Cum 100.00 0.00 0.00

11133.34

d) Add 14% Contractor profit and Over head charges 1558.6712692.01

Rate per cum 126.92

5 RBR-SBBS-2

Taking out put = 300 cum

For grading III material (CBR value minimum 20)

a) LabourMazdoor (Skilled) day 2.40 196.00 470.40Mazdoor (Un-Skilled) day 8.00 196.00 1568.00


Motor grader 110HP for grading @ 50cum per hour hour 6.00 2600.00 15600.00


ORVibratory Roller 80-100 KN @100cum per hour hour 6.00 1704.60 10227.60Water tanker 6kl capacity hour 5.00 345.00 1725.00Tractor with rotavator @ 25 cum per hour hour 12.00 345.00 4140.00

c) Material

Cost of materials9.5 mm to 4.75 mm @ 66% (Gravel) cum 255.00 153.66 39183.302.36 mm below @ 34% (sand) cum 129.00 225.96 29148.84Cost of water Kl 30.00 70.00 2100.00Basic rate of Granular sub base for 300 cum 104163.14

Hydraulic excavator 0.90cum bucket capacity @ 60cum per hour

Basic rate of formation of road with borrow soils per Cum

Gravel / Soil - Aggregate Base (Table 400.1) Grading III


Well graded granular sub-base material as per table 400.2

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

a) Basic rate of Granular sub base cum 347.21

c) Add 14% Contractor profit and Over head charges 48.61

395.82Rate per cum 395.82

6 RBR-SBBS-9 WBM Grading 2 (using Graded Metal)

II

By Manual meansTaking out put = 360 cum

a) LabourMazdoor (Skilled) day 12.08 196.00 2367.68Mazdoor (unskilled) day 250.00 196.00 49000.00



ORVibratory Roller 80-100 KN @100cum per hour hour 6.00 1704.60 10227.60Water tanker 6kl capacity hour 24.00 345.00 8280.00

c) Material (Total Qty 435.60 Cum)60-63 mm IRC HBG Metal (50% of 435.60 cum) Cum 217.80 1107.72 241261.4240-45 mm IRC HBG Metal (46% of 435.60 cum) Cum 200.38 1247.72 250018.1319-22 mm IRC HBG Metal (4% of 435.60 cum) Cum 17.42 1697.72 29574.28Stone Screening

cum 86.40 1100.20 95057.28

Avg.5-7mm and 2.36-5mm

cum 19.01 834.95 15870.73

Gravel 34% 9.79 153.66 1504.64Cost of water Kl 144.00 70.00 10080.00Basic rate for 360 Cum 713241.76 Rate per Cum 1981.23

d) Add 14% Contractor profit and Over head charges 277.37

Rate per cum 2258.60

7 RBR-SBBS-9 WBM Grading 3 (using Graded Metal)

Providing, laying, spreading and compacting stone aggregates of Hard granite hand broken of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials of plasticity index in between 2 to 6, to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 MORD for compacted thickness of 75 mm including all over heads , and Contractors profit but excluding VAT & seignorage charges.

Type B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqm

Binding Material @ 0.06 cum per 10 sqm for Grading 2 material stone dust 66%

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

By Manual meansTaking out put = 360 cum

a) LabourMazdoor (Skilled) day 12.08 196.00 2367.68Mazdoor (unskilled) day 250.00 196.00 49000.00



ORVibratory Roller 80-100 KN @100cum per hour hour 6.00 1704.60 10227.60Water tanker 6kl capacity hour 24.00 345.00 8280.00

c) Material (total Qty of Metal 435.60 Cum)

0.91cum per 10sqm for compacted thickness of 75mm

40-45 mm IRC HBG M/c Metal ( 82% of 435.60 Cum) Cum 357.19 1293.95 462186.00

Cum 78.41 1856.45 145564.24

Stone Screening

cum 86.40 1100.20 95057.28

cum 28.80 834.95 24046.56

Cost of water Kl 144.00 70.00 10080.00Basic rate for 360 Cum 806809.36 Rate per Cum 2241.14

d) Add 14% Contractor profit and Over head charges 313.76Rate per cum 2554.90

8 RBR-SBBS-11 Wet Mix Macadam

(i) Providing, laying, spreading and compacting Hard Granite machine crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate and using binding material having PI value 2-6 ,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD for compacted thickness of 75 mm.including all over heads , and Contractors profit but excluding VAT & seignorage charges.

19-22.40 mm IRC HBG M/c Metal ( 18% of 435.60 cum)

Type -B 11.2mm @ 0.18 cum per 10 sqm Avg.5-7mm and 2.36-5mm

Binding Material (rate of 2.36 mm & below) 0.06cum per 10sqm

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

By Mechanical Means with 1 km leadBy Machanical Means

A Rural WorksTaking out put = 100 cum

a) LabourDresser (skilled) for alignment day 8.00 237.00 1896.00Mazdoor (Skilled) day 2.40 196.00 470.40


Front end loader 1 cum capacity hour 4.00 1320.00 5280.00Wet mix plant (Pug Mill) hour 4.00 1320.00 5280.00Tipper or dumper (10 t) Capacity / 5-6t capacity hour 5.00 629.80 3149.00Motor grader @ 50 cum capacity hour 2.00 2600.00 5200.00Water tanker 6kl capacity hour 1.33 345.00 458.85



c) Material

cum 39.90 1618.95 64596.11

cum 53.20 1391.45 74025.14

cum 39.90 834.95 33314.51

Basic rate of WMM for 100Cum 196516.69Basic rate of WMM per Cum 1965.17

e) Add 14% Contractor profit and Over head charges 275.12Rate per cum 2240.29

9 RBR-CCPV-5 Cement Concrete Pavement

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH,including overhead charges & Contractor profit, But excluding VAT & Seigneorage charges

Coarse aggregate 45 to 22.4 mm using M/C metal @ 30%(Average of 40-45 mm,25-27 mm& 19-22 mm metal)

Aggregates 22.4 mm to 2.36 mm using M/C metal @ 40%(Average of 19-22mm,12-14mm,9.5-11.20 mm,5-7mm & 2.36-5 mm metal)

Fine aggregate/crushed sand 2.36 mm to 75 mm micron @ 30%

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

Unit = cumTaking output = 75cum (172.50 t)(100x3.75 x 0.200)

a) LabourMason (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 2.00 258.00 516.00Mazdoor (semi-skilled) day 6.00 196.00 1176.00

day 1.00 237.00 237.00

Add Agency are allowance @ 0% 0.00

b) Machinery

Hour 36.00 345.00 12420.00

Needle vibrator Hour 9.00 0.00 0.00Screed vibrator Hour 9.00 0.00 0.00Plate vibrator Hour 9.00 0.00 0.00Water tanker 6 Kl. Capacity Hour 5.00 345.00 1725.00Air compressor ( 1hour initial + 1 hour final) Hour 2.00 370.00 740.00

c) Material

(I)

25mm Cum 44.55 1703.95 75910.9712.50mm Cum 22.95 1528.95 35089.40

(ii) cum 33.75 375.96 12688.65

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 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, screed 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 including overhead charges & Contractors profit but excluding VAT.& Seigneorage charges

Black smith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars

Concrete mixer 0.28/0.40 cum capacity ( 6 mixers) with weight batcher and suitable capacity calibrated water tank

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

Sand as per IS:383 and conforming to clause 1500.2.4.2. @ 0.45 cum of concrete

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

(iii) Cement @ 350Kg/cum of concrete t 26.25 2900.00 76125.00(iv) Polythene sheet 125 micron sqm 412.5 15.00 6187.50

(v)

Kg 117.6 33000.00 3880.80

Bitumen primer @ 200ml. Per joint for 23 joints t 0.005 24781.58 123.91Bitumenous sealant 800 ml. Per joint for 23 joints Litre 19.00 26.00 494.00Jute rope 12mm dia including 5 per cent wastage m 90.00 5.00 450.00

m 90.00 9.00 810.00

No 483.00 0.50 241.50

Plasticizer 0.5 per cent by weight of cement Litre 122.00 57.00 6954.00Curing compound (if used) @ 0.33 litre per sqm Litre 131.25 57.00 7481.25Water for curing Kl 18 70.00 1260.00Joint filler board 20mm thick as per IS:1838 sqm 3.00 732.00 2196.00(4x3.75x0.200 = 3 sqm)

279757.98(d) Form work @ 3% on (a+b+c) 8392.74

Cost for 75 cum = a+b+c+d 288150.72Rate per Cum = (a+b+c+d+e)/75 3842.01

(e) Add 14% Contractor profit and Over head charges 537.88(Inclusive of three types of vibratory charges)Rate per Cum 4379.89

10 RBR-BASC-1 Prime Coat- Low porosity

Unit = sqmTaking output = 1750 sqm

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

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

Debonding strips 3.75m. (length) x 10mm (width) x 5 mm (thick) cut-out of rubber fillter 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


a) Labour

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code


Add Agency are allowance @ 0% 0.00b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.400 290.00 406.00Air compressor 210 cfm hour 1.400 370.00 518.00

hour 1.000 690.00 690.00

Water tanker 6 kl capacity 1 trip per hour hour 0.500 345.00 172.50c) MaterialBitumen emulsion (SS-1) @ 0.85 kg per sqm t 1.480 24781.58 36676.74Cost of water kl 3.000 70.00 210.00

38877.08Add 14% Contractor profit and Over head charges 5442.79Cost of 1750 sqm = a+b+c+d+e 44319.87Rate per sqm = (a+b+c+d+e)/1750 25.33Tack Coat

11 RBR-BASC-2

Unit = sqmTaking output = 1750 sqm


Add Agency are allowance @ 0% 0.00b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.400 290.00 406.00Air compressor 210 cfm hour 1.400 370.00 518.00

Emulsion pressure distributor @1750 sqm per hour hour 1.000 690.00 690.00

c) MaterialBitumen emulsion (RS-1) @ 0.275 kg per sqm t 0.480 25400.36 12192.17

14010.01Add 14% Contractor profit and Over head charges 1961.40Cost of 1750 sqm = a+b+c+d+e 15971.41Rate per sqm = (a+b+c+d+e)/1750 9.13

Bitumen emulsion pressure distributor @ 1750 sqm/hour


a) Labour

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

12 RBR-BASC-8 Semi-Dense Bituminous Concrete

Unit = cumTaking output = 195 cum (450 tonnes) -a) LabourMate day 0.000 196.00 0.00

day 14.000 196.00 2744.00

Skilled mazdoor for checking line & levels day 5.840 237.00 1384.08Add Agency are allowance @ 0% 0.00

b) MachineryHMP 40-60 TPH hour 11.000 15525.00 170775.00

hour 6.000 2070.00 12420.00

Generator 250 KVA hour 6.000 1550.00 9300.00Front end loader 1 cum bucket capacity hour 6.000 1320.00 7920.00

hour 3.900 746.50 2911.35

Vibratory roller 8 tonnes for intermediate rolling. hour 3.900 1704.60 6647.94

hour 3.900 345.00 1345.50

c) MaterialGrading I: 13 mm (Nominal Size)i) Bitumen (60/70) @ 4.5 per cent of weight of mix t 20.250 32754.36 663275.79ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 20.25 tonnesWeight of aggregate = 450-20.25 = 429.75 tonnesTaking density of aggregate = 1.5 ton/cum

13.2 - 10 mm 20 per cent cum 57.300 1450.20 83096.4610 - 5 mm 38 per cent cum 108.870 1287.70 140191.905 mm and below 40 per cent cum 114.600 993.95 113906.67

/MT 8.620 2900.00 24998.00

Cost for 195 Cum(a+b+c) 1240916.69Cost per 1Cum 6363.68Add 14% Contractor profit and Over head charges 890.92Rate per cum = (a+b+c+d+e)/195 7254.60

Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects, including overhead charges & Contractors profit but excluding VAT.& Seigneorage charges

Mazdoor (Unskilled) working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

Paver finisher hydrostatic with sensor control @ 75 cum per hour

Smooth wheeled roller 8-10 tonnes for initial break rolling. (6 x 0.65)

Finish rolling with 6-8 tonnes smooth wheeled tandem roller

Volume of aggregate = 286.50 cum

Filler @ 2 per cent of weight of aggregates.(Cement)

Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

13 RBR-BASC-14

i

case II Mechanical meansBitumen S-65Unit = sqmTaking output = 4000 sqm (80 cum) -a) LabourMate day 0.000 196.00 0.00Mazdoor (unskilled) day 10.000 196.00 1960.00Mazdoor (skilled) day 3.520 196.00 689.92

Add Agency are allowance @ 0% 0.00b) MachineryHMP 40-60 ton per hour hour 6.000 15525.00 93150.00Electric Generator set 125 KVA hour 6.000 1090.00 6540.00Front end loader 1 cum bucket capacity hour 6.000 1320.00 7920.00Tipper 5.5cum - 10t capacity hour 3.640 629.80 2292.47

hour 6.000 2530.00 15180.00

Three wheel 8-10 tonnes static roller hour 16.000 746.50 11944.00c) Material Bitumen S-65 (60/70) @ 14.60kg per 10sqm t 5.840 32754.36 191285.46

cum 108.000 1313.70 141879.60

66% of 9.5-12mm + 34% of 5-7mmCost for 4000 sqm(a+b+c) 472841.45Cost per 1sqm 118.21Add 14% Contractor profit and Over head charges 16.55Rate per Sq.m = (a+b+c+d+e)/4000 134.76

14 RBR-BASC-17 Seal Coat

B Mechanical meansii Bitumen S- 65

Unit = sqmTaking output = 7500 sqm (67.50 cum) -a) Labour

20mm thick Open-Graded Premix Carpet using Bituminous (Penetration grade / Modified Bitumen ) Binder

Providing, laying and rolling of OGPC ( Open-graded premix carpet) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen S-65 (60/70) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 0-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 MORD including all over heads , and Contractors profit but excluding VAT & seignorage charges.

Paver finisher hydrostatic with sensor control @ 75 cum per hour

Crushed stone chipping, 13.20-5.6mm @ 0.27cum per 10sqm


Data Sheet

of 104


1 2 3 4 5 6 7

S. No.

Index Code

Mate day 0.000 196.00 0.00Mazdoor (unskilled) day 6.240 196.00 1223.04

Add Agency are allowance @ 0% 0.00b) MachineryHydraulic self propelled chips spreader hour 6.000 2070.00 12420.00

Tipper 5.5cum - 10t capacity hour 6.000 629.80 3778.80

Front end loader 1 cum bucket capacity hour 6.000 1320.00 7920.00Bitumen pressure distributor hour 6.000 940.00 5640.00Three wheel 8-10 tonnes static roller hour 15.000 746.50 11197.50c) Material Bitumen S-65 (60/70) @ 9.80kg per 10sqm t 7.350 32754.36 240744.55

cum 67.500 1206.45 81435.38

5-7mm - 100%Cost for 7500 sqm(a+b+c) 364359.27Cost per 1sqm 48.58Add 14% Contractor profit and Over head charges 6.80Rate per Sq.m = (a+b+c+d+e)/7500 55.38

Crushed stone chips of 6.7mm size 100per cent passing through 11.20mm sieve and retained on 2.36mm sieve applied @ 0.09cum per 10sqm





86

Leads statemntR/f R&B Road to Regalla in Pinapaka ( M )

AP08LW 76

Description of Metal Source of Supply Initial cost

1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20CD Works

1 Thoggudem 87.00 682.80 -83.85 78.90 -9.69 10.90 -1.34 0.00 677.72 82.00 0.00 70.00 0.00 0.00 152.00 829.72

2 Thoggudem 87.00 682.80 -83.85 78.90 -9.69 10.90 -1.34 0.00 677.72 95.00 0.00 70.00 0.00 0.00 165.00 842.72

3 Thoggudem 87.00 682.80 -83.85 78.90 -9.69 10.90 -1.34 0.00 677.72 500.00 0.00 70.00 0.00 0.00 570.00 1247.72

4 Thoggudem 87.00 682.80 -83.85 598.95 0.00 1197.90 500.00 0.00 70.00 125.00 0.00 695.00 1892.90

5 Thoggudem 87.00 682.80 -83.85 0.00 598.95 828.00 0.00 70.00 207.00 0.00 1105.00 1703.95

6 Thoggudem 87.00 682.80 -83.85 0.00 598.95 844.00 0.00 70.00 211.00 0.00 1125.00 1723.95

7 Thoggudem 87.00 682.80 -83.85 0.00 598.95 688.00 0.00 70.00 172.00 0.00 930.00 1528.95

8 Thoggudem 87.00 682.80 -83.85 0.00 598.95 560.00 0.00 70.00 140.00 0.00 770.00 1368.95

9 Thoggudem 87.00 682.80 -83.85 0.00 598.95 428.00 0.00 70.00 107.00 0.00 605.00 1203.95

10 Local 19.00 177.80 -21.84 0.00 155.96 220.00 0.00 0.00 0.00 0.00 220.00 375.96

11 Sand for Filling and blindage Local 19.00 177.80 -21.84 0.00 155.96 70.00 0.00 0.00 0.00 0.00 70.00 225.96

12 Fe-415 TMT/HYSD Bars 0.00 33000.00 0.00 0.00 0.00 0.00 33000.00 33000.00

13 6mm Mild Steel Rods 0.00 32000.00 0.00 0.00 0.00 0.00 32000.00 32000.00

14 0.00 33000.00 0.00 0.00 0.00 0.00 33000.00 33000.00

15 Cement 0.00 2900.00 0.00 0.00 0.00 0.00 2900.00 2900.00

Sl. No

Lead in Kms

Conve- yance

Deduct 14% C.P &

O.H Charges on Lead charges

Loading charges by mechanical

means including idle

charges of trucks

Deduct 14% C.P & O.H

Charges On Loading charges

Un-loading charges by mechanical


charges of trucks

Deduct 14% C.P &

O.H Charges on Unloading charges

Deduct stacking charges

Net cost of Lead per

Cum


Blast- ing

charges

Machine crushing charges

Seignio- rage

charges

Net Cost Material per

Cum

Total Cost of Material per

Cum (12+19)

150 mm soling stone HBG metal

SS Revetment work 300mm HBG stone

40 mm SS-5 HBG Metal Hand broken

40 mm SS-5 HBG Metal Machnine crushed







Mild Steel, Structural stee i.e.,Angles, Channels & I-Sections

87


AP08LW 76

Description of Metal Source of Supply Initial cost Sl. No

Lead in Kms

Conve- yance

Deduct 14% C.P &




charges of trucks





charges of trucks

Deduct 14% C.P &




Cum


Blast- ing

charges


Seignio- rage

charges


Cum


Cum (12+19)

Road Metal

1 Thoggudem 87.00 682.80 -83.85 78.90 -9.69 10.90 -1.34 0.00 677.72 360.00 0.00 70.00 0.00 0.00 430.00 1107.72

2 Thoggudem 87.00 682.80 -83.85 78.90 -9.69 10.90 -1.34 0.00 677.72 500.00 0.00 70.00 0.00 0.00 570.00 1247.72

3 Thoggudem 87.00 682.80 -83.85 0.00 598.95 360.00 0.00 70.00 90.00 0.00 520.00 1118.95

4 Thoggudem 87.00 682.80 -83.85 0.00 598.95 390.00 0.00 70.00 97.50 0.00 557.50 1156.45

5 Thoggudem 87.00 682.80 -83.85 0.00 598.95 500.00 0.00 70.00 125.00 0.00 695.00 1293.95

6 Thoggudem 87.00 682.80 -83.85 0.00 598.95 830.00 0.00 70.00 207.50 0.00 1107.50 1706.45

7 Thoggudem 87.00 682.80 -83.85 78.90 -9.69 10.90 -1.34 0.00 677.72 950.00 0.00 70.00 0.00 0.00 1020.00 1697.72

7 Thoggudem 87.00 682.80 -83.85 0.00 598.95 950.00 0.00 70.00 237.50 0.00 1257.50 1856.45

8 Thoggudem 87.00 682.80 -83.85 0.00 598.95 690.00 0.00 70.00 172.50 0.00 932.50 1531.45

9 Thoggudem 87.00 682.80 -83.85 0.00 598.95 560.00 0.00 70.00 140.00 0.00 770.00 1368.95

10 Thoggudem 87.00 682.80 -83.85 0.00 598.95 430.00 0.00 70.00 107.50 0.00 607.50 1206.45

11 Thoggudem 87.00 682.80 -83.85 0.00 598.95 260.00 0.00 70.00 65.00 0.00 395.00 993.95

12 Thoggudem 87.00 682.80 -83.85 0.00 598.95 236.00 0.00 0.00 0.00 0.00 236.00 834.95

13 Local 19.00 177.80 -21.84 0.00 155.96 220.00 0.00 0.00 0.00 0.00 220.00 375.96

14 Sand for Filling and blindage Local 19.00 177.80 -21.84 0.00 155.96 70.00 0.00 0.00 0.00 0.00 70.00 225.96

15 Gravel including stacking Local 12.00 117.60 -14.44 0.00 103.16 50.50 0.00 0.00 0.00 0.00 50.50 153.66



60 to 63 mm IRC & MoRTH HBG metal Machine Crushed

50 to 55 mm IRC & MoRTH HBG metal M/C






9.5 to 11.20 mm IRC & MoRTH HBG M/C metal M/C


2.36 to 5 mm IRC & MoRTH HBG M/C metal M/C

HBG Stone chips 2.36mm and below


88


AP08LW 76

Description of Metal Source of Supply Initial cost Sl. No

Lead in Kms

Conve- yance

Deduct 14% C.P &




charges of trucks





charges of trucks

Deduct 14% C.P &




Cum


Blast- ing

charges


Seignio- rage

charges


Cum


Cum (12+19)

16 Palvoncha 96.00 765.40 765.40 6762.00 6762.00 7527.40

17 Palvoncha 96.00 692.90 692.90 4885.00 4885.00 5577.90

18 Palvoncha 96.00 670.80 670.80 3920.00 3920.00 4590.80

19 Palvoncha 96.00 381.50 381.50 3129.00 3129.00 3510.50

20 Palvoncha 96.00 368.00 368.00 2370.00 2370.00 2738.00

21 Palvoncha 96.00 315.70 315.70 1915.00 1915.00 2230.70

Certified that the above leads correct and shortest route to the best of my knowledge

Certified that the metal quarry is of Hard Granite and blasted variety

Certified tha the above rates are as per SSR 2010-11

-

Asst.Exe.Engineer Deputy Exe.Engineer Executive Engineer Superintending EngineerPIU(PR)/Burgampahad PIU(PR)/Burgampahad PIU(PR)/Divn/Bhadrachalam PR/Circle/Khammam

Hume pipes 1200mm Dia.NP3 PE

Hume pipes 1000mm Dia.NP3 PE

Hume pipes 900mm Dia., NP3 PE




PMGSY

COST OF BITUMEN / MT

R/f R&B Road to Regalla in Pinapaka ( M )AP08LW 76

Description

Visakha Visakha Visakha Visakha Visakha

Basic Price including ED 14% and Cess 3% 29,154.22 30,069.58 22,998.42 23,227.26 22,403.44

ST @ 4% 1,166.17 1,202.78 919.94 929.09 896.14

30,320.39 31,272.36 23,918.36 24,156.35 23,299.58

Lead from Visakha

494.00 Kms 1,482.00 1,482.00 1,482.00 1,482.00 1,482.00Lead charges for Bulk @

1.50 per KM

31,802.39 32,754.36 25,400.36 25,638.35 24,781.58

Asst.Exe.Engineer Deputy Exe.Engineer Executive Engineer Superintending Engineer

PIU(PR)/Burgampahad PIU(PR)/Burgampahad PIU(PR)/Divn/Bhadrachalam PR/Circle/Khammam

For Bulk Bitumen 80/100, 60/70 & For Emulsion (Bulk): HPCL Price List With Effect From Dt.16-07-2010

Bulk 80/100 Grade

Bulk 60/70 Grade

Emulsion (Bulk) RS

Emulsion (Bulk) MS

Emulsion (Bulk) SS

Don't Correct the right side sheets

SPECIFICATION REPORT


AP08LW 76

Amount of Estimate for Part-A : 261.51 Lakhs

Amount of Estimate for Part-(A+B ) : 311.61 Lakhs

The details of the work are as follows

Total length of the Road 6.680 KmLength of the road now proposed in this Est 6.680 KmThe STA cleared the DPR for Rs. 258.50 lakhs

Habitations to be benifitted

Sl. No Name of the habitation Population

1 Veerapuram - 201 2012 Maddulagudem - 825 8253 Regalla - 359 359456789

10

Existing surface details & Proposed surface

Sl.No. Existing Surface Length Reach

1 Track 0.00 0 02 Gravel 6.68 0/000 - 6/680 BT3 WBM 0.00 0 04 0 0.00 0 05 0 0.00 0 0

Propsed CD WorksSl.No Type of CD work Nos/ Length Reach/ Location

1 C/o 4 vent X 6.0m span CD work at 5/620 1

2 1

3 3

The above work is administratively santioned vide G.O. MS. No:331 Dated:17.09.2010 of PR & RD

(Prog-II) Dept.for Rs._______ Lakhs under PMGSY-LWEP grant

Proposed Layer



3 3

CC PavementSl.No Name of the village Length Reach/ Location

1 0 0 0

Propsed Protection Works

Sl.No Type of protection work Nos/ Length Reach/ Location

1 Retaining wall 0 0

Proposed crust thickness

Sub-Base 100.00 mm

Base 150.00 mm


The detailed estimate is prepared as per the current SSR 2010-11 and AP Revised Standard Datas and here with submitted for technical sanction





GOVERNMENT OF ANDHRA PRADESH

PANCHAYAT RAJ ENGINEERING DEPARTMENT

P M G S Y - L W E P

PACKAGE NO: AP08LW 76


LENGTH OF THE ROAD : 6.68km

ESTIMATED AMOUNT : 261.51 Lakhs 258.50

CONSTITUENCY Pinapaka

MANDAL : Pinapaka

SUB-DIVISION : Burgampahad

DIVISION : PIU/PR Bhadrachalam

CIRCLE : PR Khammam

DISTRICT : KHAMMAM

PRADHANA MANTHRI GRAMA SADAK YOJANA

B27

qwert:

Don’t print Right side sheets

SVPCPL

PMGSY PWD Road Konaichalam to Thidugu, Zaffergadh Mandal

Warangal Dist

A B C DLEAD CHARGES RCC NP3 PLAIN ENDED PIPES

Metal 600 700 800 900 1000 1200

loading 34.30 68.30

unloading 10.90 10.90 Pipes cost 1915.00 2370.00 3129.00 3920.00 4885.00 6762.00stacking 0.00 0.00 Collars cost 349.00 466.00 594.00 693.00 866.00 1371.00

0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1 21.50 19.10 60.90 67.70 81.20 106.60 128.70 155.70

2 30.20 26.70 60.90 67.70 81.20 106.60 128.70 155.703 40.20 40.20 60.90 67.70 81.20 106.60 128.70 155.704 48.80 48.80 60.90 67.70 81.20 106.60 128.70 155.705 57.40 57.40 60.90 67.70 81.20 106.60 128.70 155.706 66.00 66.00 63.70 71.00 84.50 112.80 134.90 162.40

7 74.60 74.60 66.50 74.30 87.80 119.00 141.10 169.10

8 83.20 83.20 69.30 77.60 91.10 125.20 147.30 175.809 91.80 91.80 72.10 80.90 94.40 131.40 153.50 182.50

10 100.40 100.40 74.90 84.20 97.70 137.60 159.70 189.20

11 109.00 109.00 77.70 87.50 101.00 143.80 165.90 195.90

12 117.60 117.60 80.50 90.80 104.30 150.00 172.10 202.60

13 126.20 126.20 83.30 94.10 107.60 156.20 178.30 209.30

14 134.80 134.80 86.10 97.40 110.90 162.40 184.50 216.00

15 143.40 143.40 88.90 100.70 114.20 168.60 190.70 222.70

16 152.00 152.00 91.70 104.00 117.50 174.80 196.90 229.40

17 160.60 160.60 94.50 107.30 120.80 181.00 203.10 236.10

18 169.20 169.20 97.30 110.60 124.10 187.20 209.30 242.80

19 177.80 177.80 100.10 113.90 127.40 193.40 215.50 249.50

20 186.40 186.40 102.90 117.20 130.70 199.60 221.70 256.20

21 195.00 195.00 105.70 120.50 134.00 205.80 227.90 262.90

22 203.60 203.60 108.50 123.80 137.30 212.00 234.10 269.60

23 212.20 212.20 111.30 127.10 140.60 218.20 240.30 276.30

24 220.80 220.80 114.10 130.40 143.90 224.40 246.50 283.0025 229.40 229.40 116.90 133.70 147.20 230.60 252.70 289.7026 238.00 238.00 119.70 137.00 150.50 236.80 258.90 296.40

Earth/Gravel/Sand

E. Loading and Unloading charges by Mechanical Means

SVPCPL


Warangal Dist

27 246.60 246.60 122.50 140.30 153.80 243.00 265.10 303.10

28 255.20 255.20 125.30 143.60 157.10 249.20 271.30 309.80

29 263.80 263.80 128.10 146.90 160.40 255.40 277.50 316.5030 272.40 272.40 130.90 150.20 163.70 261.60 283.70 323.2031 279.60 279.60 133.70 153.50 167.00 267.80 289.90 329.9032 286.80 286.80 136.50 156.80 170.30 274.00 296.10 336.60

33 294.00 294.00 139.30 160.10 173.60 280.20 302.30 343.30

34 301.20 301.20 142.10 163.40 176.90 286.40 308.50 350.00

35 308.40 308.40 144.90 166.70 180.20 292.60 314.70 356.70

36 315.60 315.60 147.70 170.00 183.50 298.80 320.90 363.40

37 322.80 322.80 150.50 173.30 186.80 305.00 327.10 370.10

38 330.00 330.00 153.30 176.60 190.10 311.20 333.30 376.80

39 337.20 337.20 156.10 179.90 193.40 317.40 339.50 383.50

40 344.40 344.40 158.90 183.20 196.70 323.60 345.70 390.20

41 351.60 351.60 161.70 186.50 200.00 329.80 351.90 396.90

SVPCPL


Warangal Dist

42 358.80 358.80 164.50 189.80 203.30 336.00 358.10 403.60

43 366.00 366.00 167.30 193.10 206.60 342.20 364.30 410.3044 373.20 373.20 170.10 196.40 209.90 348.40 370.50 417.0045 380.40 380.40 172.90 199.70 213.20 354.60 376.70 423.70

46 387.60 387.60 175.70 203.00 216.50 360.80 382.90 430.4047 394.80 394.80 178.50 206.30 219.80 367.00 389.10 437.1048 402.00 402.00 181.30 209.60 223.10 373.20 395.30 443.8049 409.20 409.20 184.10 212.90 226.40 379.40 401.50 450.5050 416.40 416.40 186.90 216.20 229.70 385.60 407.70 457.2051 423.60 423.60 189.70 219.50 233.00 391.80 413.90 463.9052 430.80 430.80 192.50 222.80 236.30 398.00 420.10 470.6053 438.00 438.00 195.30 226.10 239.60 404.20 426.30 477.3054 445.20 445.20 198.10 229.40 242.90 410.40 432.50 484.0055 452.40 452.40 200.90 232.70 246.20 416.60 438.70 490.7056 459.60 459.60 203.70 236.00 249.50 422.80 444.90 497.4057 466.80 466.80 206.50 239.30 252.80 429.00 451.10 504.1058 474.00 474.00 209.30 242.60 256.10 435.20 457.30 510.8059 481.20 481.20 212.10 245.90 259.40 441.40 463.50 517.5060 488.40 488.40 214.90 249.20 262.70 447.60 469.70 524.2061 495.60 495.60 217.70 252.50 266.00 453.80 475.90 530.9062 502.80 502.80 220.50 255.80 269.30 460.00 482.10 537.6063 510.00 510.00 223.30 259.10 272.60 466.20 488.30 544.3064 517.20 517.20 226.10 262.40 275.90 472.40 494.50 551.0065 524.40 524.40 228.90 265.70 279.20 478.60 500.70 557.7066 531.60 531.60 231.70 269.00 282.50 484.80 506.90 564.4067 538.80 538.80 234.50 272.30 285.80 491.00 513.10 571.1068 546.00 546.00 237.30 275.60 289.10 497.20 519.30 577.8069 553.20 553.20 240.10 278.90 292.40 503.40 525.50 584.5070 560.40 560.40 242.90 282.20 295.70 509.60 531.70 591.2071 567.60 567.60 245.70 285.50 299.00 515.80 537.90 597.9072 574.80 574.80 248.50 288.80 302.30 522.00 544.10 604.6073 582.00 582.00 251.30 292.10 305.60 528.20 550.30 611.3074 589.20 589.20 254.10 295.40 308.90 534.40 556.50 618.0075 596.40 596.40 256.90 298.70 312.20 540.60 562.70 624.7076 603.60 603.60 259.70 302.00 315.50 546.80 568.90 631.4077 610.80 610.80 262.50 305.30 318.80 553.00 575.10 638.1078 618.00 618.00 265.30 308.60 322.10 559.20 581.30 644.8079 625.20 625.20 268.10 311.90 325.40 565.40 587.50 651.5080 632.40 632.40 270.90 315.20 328.70 571.60 593.70 658.2081 639.60 639.60 273.70 318.50 332.00 577.80 599.90 664.9082 646.80 646.80 276.50 321.80 335.30 584.00 606.10 671.6083 654.00 654.00 279.30 325.10 338.60 590.20 612.30 678.3084 661.20 661.20 282.10 328.40 341.90 596.40 618.50 685.0085 668.40 668.40 284.90 331.70 345.20 602.60 624.70 691.7086 675.60 675.60 287.70 335.00 348.50 608.80 630.90 698.4087 682.80 682.80 290.50 338.30 351.80 615.00 637.10 705.1088 690.00 690.00 293.30 341.60 355.10 621.20 643.30 711.8089 697.20 697.20 296.10 344.90 358.40 627.40 649.50 718.50

SVPCPL


Warangal Dist

90 704.40 704.40 298.90 348.20 361.70 633.60 655.70 725.2091 711.60 711.60 301.70 351.50 365.00 639.80 661.90 731.9092 718.80 718.80 304.50 354.80 368.30 646.00 668.10 738.60

93 726.00 726.00 307.30 358.10 371.60 652.20 674.30 745.30

94 733.20 733.20 310.10 361.40 374.90 658.40 680.50 752.00

95 740.40 740.40 312.90 364.70 378.20 664.60 686.70 758.70

96 747.60 747.60 315.70 368.00 381.50 670.80 692.90 765.40

97 754.80 754.80 318.50 371.30 384.80 677.00 699.10 772.1098 762.00 762.00 321.30 374.60 388.10 683.20 705.30 778.8099 769.20 769.20 324.10 377.90 391.40 689.40 711.50 785.50

100 776.40 776.40 326.90 381.20 394.70 695.60 717.70 792.20101 783.60 783.60 329.70 384.50 398.00 701.80 723.90 798.90102 790.80 790.80 332.50 387.80 401.30 708.00 730.10 805.60103 798.00 798.00 335.30 391.10 404.60 714.20 736.30 812.30104 805.20 805.20 338.10 394.40 407.90 720.40 742.50 819.00105 812.40 812.40 340.90 397.70 411.20 726.60 748.70 825.70106 819.60 819.60 343.70 401.00 414.50 732.80 754.90 832.40107 826.80 826.80 346.50 404.30 417.80 739.00 761.10 839.10108 834.00 834.00 349.30 407.60 421.10 745.20 767.30 845.80109 841.20 841.20 352.10 410.90 424.40 751.40 773.50 852.50110 848.40 848.40 354.90 414.20 427.70 757.60 779.70 859.20111 855.60 855.60 357.70 417.50 431.00 763.80 785.90 865.90112 862.80 862.80 360.50 420.80 434.30 770.00 792.10 872.60113 870.00 870.00 363.30 424.10 437.60 776.20 798.30 879.30114 877.20 877.20 366.10 427.40 440.90 782.40 804.50 886.00115 884.40 884.40 368.90 430.70 444.20 788.60 810.70 892.70116 891.60 891.60 371.70 434.00 447.50 794.80 816.90 899.40117 898.80 898.80 374.50 437.30 450.80 801.00 823.10 906.10118 906.00 906.00 377.30 440.60 454.10 807.20 829.30 912.80119 913.20 913.20 380.10 443.90 457.40 813.40 835.50 919.50120 920.40 920.40 382.90 447.20 460.70 819.60 841.70 926.20121 927.60 927.60 385.70 450.50 464.00 825.80 847.90 932.90122 934.80 934.80 388.50 453.80 467.30 832.00 854.10 939.60123 942.00 942.00 391.30 457.10 470.60 838.20 860.30 946.30124 949.20 949.20 394.10 460.40 473.90 844.40 866.50 953.00125 956.40 956.40 396.90 463.70 477.20 850.60 872.70 959.70126 963.60 963.60 399.70 467.00 480.50 856.80 878.90 966.40127 970.80 970.80 402.50 470.30 483.80 863.00 885.10 973.10128 978.00 978.00 405.30 473.60 487.10 869.20 891.30 979.80129 985.20 985.20 408.10 476.90 490.40 875.40 897.50 986.50130 992.40 992.40 410.90 480.20 493.70 881.60 903.70 993.20131 999.60 999.60 413.70 483.50 497.00 887.80 909.90 999.90132 1006.80 1006.80 416.50 486.80 500.30 894.00 916.10 1006.60133 1014.00 1014.00 419.30 490.10 503.60 900.20 922.30 1013.30134 1021.20 1021.20 422.10 493.40 506.90 906.40 928.50 1020.00135 1028.40 1028.40 424.90 496.70 510.20 912.60 934.70 1026.70136 1035.60 1035.60 427.70 500.00 513.50 918.80 940.90 1033.40137 1042.80 1042.80 430.50 503.30 516.80 925.00 947.10 1040.10138 1050.00 1050.00 433.30 506.60 520.10 931.20 953.30 1046.80139 1057.20 1057.20 436.10 509.90 523.40 937.40 959.50 1053.50140 1064.40 1064.40 438.90 513.20 526.70 943.60 965.70 1060.20141 1071.60 1071.60 441.70 516.50 530.00 949.80 971.90 1066.90

SVPCPL


Warangal Dist

142 1078.80 1078.80 444.50 519.80 533.30 956.00 978.10 1073.60143 1086.00 1086.00 447.30 523.10 536.60 962.20 984.30 1080.30144 1093.20 1093.20 450.10 526.40 539.90 968.40 990.50 1087.00145 1100.40 1100.40 452.90 529.70 543.20 974.60 996.70 1093.70146 1107.60 1107.60 455.70 533.00 546.50 980.80 1002.90 1100.40147 1114.80 1114.80 458.50 536.30 549.80 987.00 1009.10 1107.10148 1122.00 1122.00 461.30 539.60 553.10 993.20 1015.30 1113.80149 1129.20 1129.20 464.10 542.90 556.40 999.40 1021.50 1120.50150 1136.40 1136.40 466.90 546.20 559.70 1005.60 1027.70 1127.20

SVPCPL


Warangal Dist

E F GCost of Materials, Labour

Material Rates

1 60 to 63 mm IRC & MoRTH HBG metal 360.00 53 I / 162 50 to 55 mm IRC & MoRTH HBG metal 390.00 52 h / 163 40 to 45 mm IRC & MoRTH HBG metal 500.00 51g / 16

14

15 25 to 27 mm IRC & MoRTH HBG M/C metal 830.00 50 f / 16

16 19 to 22 mm IRC & MoRTH HBG M/C metal 950.00 49 e / 1617 12 to 14 mm IRC & MoRTH HBG M/C metal 690.00 48 d / 1618 9.5 to 11.20 mm IRC & MoRTH HBG M/C metal 560.00 47 c / 1619 5 to 7 mm IRC & MoRTH HBG M/C metal 430.00 46 b / 16

20

2.36 to 5 mm IRC & MoRTH HBG M/C metal 260.00 45 33 a / 16

505.00 M 030 / 26

21

HBG Stone chips 2.36mm and below 236.00 92 b / 17

255.00 M 021 / 26

595.00 M 038 / 27

765.00 M 036 / 27

630.00 M 041 / 27

805.00 M 043 / 27

985.00 M 046 / 27

22 Gravel / quarry rubbish (spall) including stacking50.50

72.50 M-008/25

29

Sand for Mortar 220.00 93 36.a / 17

260.00 28 / 12

130.00 27 / 12

30

Sand for Filling and blindage 70.00 94 36.b / 17

Coarse sand for filling including seigniorage 110.00 M-004/25

Coarse sand for Mortar including seigniorage 130.00 M-005/25

4 Roughstone 300mm (HBG)for revetment 136.00 9 d iv / 145 Roughstone 225mm (HBG)for revetment 117.00 8 d iii / 146 SS Revetment work 225mm 71.00 2 b I / 14

S.S.R sl. No./page No.

Aggregate below 5.60mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal

Stone crusher dust finer than 3mm with not more than 10% passing through 75 micron

63mm to 45 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal (Grade II)

53mm to 22.4 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal (Grade III)

11.2mm to 0.09 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal

13.2mm to 5.60 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal

25mm to 10 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal

90 34 & 91 35 a / 17

including seiginiorage 22/-

Fine aggregate / sand (screened) including seigniorage


Fine aggregate / sand (Un-screened) including seigniorage




SVPCPL


Warangal Dist

7SS Revetment work 300mm 95.00 3 b ii / 14

Boulders with minimum size of 300mm for pitching 145.00 M-003 / 25

8 SS Revetment work 450mm 114.00 4 b iii / 149 Laterite for Revetment 225mm 98.00 6 d I / 14

10 Laterite for Revetment 300mm 114.00 7 d ii / 1411 Jeddy stone above 450mm to 600mm 156.00 5 c / 14

12 41.25 83,84 / 17

13 150 mm soling stone HBG metal 82.00 78 z 2 / 17

150 mm -200 quarried stone for hand broken 130.00 M-002 / 25

23 745.00 M-055 / 27 500.00

24 1155.00 M-054 / 27 828.00

25 1175.00 M-053 / 27 844.00

26 980.00 M-052 / 27 688.00

27 820.00 M-051 / 27 560.00

28 655.00 M-050 / 27 428.00


Quarry spall(Field picked metal)Av. Of rate 25mm & 40mm

Average of (47.5+35)/2


Aggregates 40mm nominal size Granite, Dolamite, Dolerite and Trap inclusive of Seigniorage, Blasting, Machine crushing

40mm HBG metal SS - 5

30 33.f /

15



29 33.e / 15



28 33.d / 15

Aggregates 13.2/12.5mm nominal size Granite, Dolamite, Dolerite and Trap inclusive of Seigniorage, Blasting, Machine crushing


27 33.c / 15



26 33.b / 15



25 33.a / 15

SVPCPL


Warangal Dist

31 HYSD Steel / TMT Fe 415 33000.00

Rates as per dated: 27/08/2010

32 Mild Steel , Structral steel 33000.0033 Cement 2900.0034 Mild Steel 6mm 32000.00

BT-RatesBulk 80/100 Grade 29,154.22Bulk 60/70 Grade 30,069.58Emulsion (Bulk) RS 22,998.42Emulsion (Bulk) MS 23,227.26Emulsion (Bulk) SS 22,403.44

35 Blasting charges36 Blasting charges 70.00 36 / 1537 Blasting charges for rough stone 70.0038 Seigniorage charges G.O Ms.No: 198 13/08/200939 Metal 50.00 13440 Gravel/earth 22.00 13541 Sand 40.00 13542 Labour Rates43 Mate 237.00 71. 21 / 1144 Mason Ist class 258.00 1 a / 945 Mazdoor unskilled 196.00 78 6 b / 1146 Machinery Rates47 Dozer D80 HP for spreading @ 200 cum per hour 1729.90 1 / 2848 Motor grader 3.35M Blade @50 cum/Hr 2600.00 2 / 2849 Hydralic excavator 1808.50 3 / 2850 Front end loader 1 cum capacity 1320.00 4 / 2851 Tipper 5 cum 629.80 5 / 2852 Vibratory roller 8T 1704.60 6 / 2853 smooth wheeled roller 8 Ton 746.50 7 / 2854 Water tanker 6 KL 345.00 8 / 2855 Tractor 345.00 9 / 2856 Tractor with Rotavator 345.00 10 / 2857 Tractor with ripper attachment @ 60 cum per hour 345.00 11 / 2858 Air compressor 250 cfm 370.00 12 / 2859 Wet mix plant of 60 tonne hr. capacity 1320.00 13 / 2860 Mechanical broom @ 1250 sqm/hr. 290.00 14 / 2861 Bitumen pressure distributor @1750 sqm/hr 940.00 15 / 2862 Emulsion pressure distributor @1750 sqm/hr 690.00 16 / 2963 Hot mix plant 40 to 60 TPH 15525.00 20 / 2964 Mechanical Paver finisher 100 TPH 1090.00 22 / 2965 Hydraulic self propelled chip spreader @ 1500 sqm/hr. 2070.00 23 / 2966 Finish rolling with 6-8 tonne smooth wheeled tandem roller. 1320.00 24 / 2967 Pneumatic road Roller 1035.00 25 / 2968 GSB Plant 50 Cum 920.00 28 / 2969 Generator 250 KVA 1550.00 41 / 3070 Generator set 125 KVA 1090.00 41 / 3071 Generator set 35 KVA 620.00 41 / 3072 Concrete mixer 0.4/0.28 cum 345.00 36A / 3073 Tipper 5.50 cum capacity per 10 Tonnes per tkm 4.50 43 / 3074 Tipper 5 cum capacity for Soil, GSB, WMM, Hot mix 4.50 43 / 3075 Plate compactor/Power rammer 40.00 46 / 3176 Crane with Grab bucket 0.75 CuM 1725.00 33D / 2977 Crane with 3.0T 280.00 33c / 2978 Crane with 35T 630.00 33b / 29

For Bulk Bitumen 80/100, 60/70 & For Emulsion (Bulk): HPCL Price List With Effect

From Dt.16-07-2010

SVPCPL


Warangal Dist

79 Dozer 80 HP for spreading @ 200 cum per hour 1729.90 40206.0080 MASON I CLASS 258.00 1 a / 981 Vibrating charges needle vibarator petrol 40mm 108.60

82 Hume pipes 1200mm Dia., NP3 7991.00




86 Hume pipes 600mm Dia., NP3 2412.0087 Cost of 1kl water 70.00 M 189 / 3488 Curing compound 95.00 15 / 1289 Super Plasticizer (conplast RP 264 or equivalent 50.00 70 / 1390 Tar felt joint filler board 20mm thick 520.00 74 / 1491 Tipper 10Tonne capacity for carriage of stone92 chips from stock pile on road side to chip93 spreader64 Paver finisher Hydrostatic with sensor control 100TPH 2530.00 21 / 29

Needle vibrator 40mm (electrical) 102.50

99 Binding wire 52.00 3 / 11100 100mm dia AC pipe CL 20 224.00 / 61101 MS clamps 30.00 LQR102 Filter media for drainage to mass walls 305.00 M 012 / 26

at 3700 cement rate

at 33000 6mm steel rate

model road estimate with aprsdata(2010-11)

Documents

hpcl price

propsed cd

top organic

graded premix

downsteam

upstream cutoff

water measuring

add bell mouth