Detailed estimate for Constn. Of 4-lane from Km. 102.800 to 108.600 in Meham town1. Earth work in embankment with tibba sand with an avg. lead of 10 Km.

Km. 102.800 to 104.00 = 2x1.20 x 1000x3.10x1.00(Avg)= 7440.00 Cum

Km. 106.00 to 108.600 = 2x2.600x1000x3.10x1.00(Avg.)= 16120.00 Cum

23560.00 Cum D/d earth excavated from road side =23560-3420 = 20140.00 Cum

2. Earth work in excavation in trenches for widening of road as per MORT&H specification

Km. 102.800 to 104.00 = 2x 1200 x1.00 x0.45=1080.00 Cum

Km. 106.00 to 108.600 = 2x2600x1.00x0.45= 2340.00 Cum

3420.00 Cum3. Constn. of embankment from the excavated soil from

The trenches

(Qty. same as item No. 2)3420.00 Cum

4. Preparation of sub grade i/c rolling the same

Km. 102.800 to 104.00 = 2x1200 x3.107440.00 Sqm

Km. 106.00 to 108.600 = 2x2600x 3.1016120.00 Sqm

23560.00 Sqm

5. Pdg. & Laying 250mm thick GSB as per MORT&H specification

Km. 102.800 to 104.00 = 2x1200 x3.10x0..251860.00 Cum

Km. 106.00 to 108.600 = 2x2600x3.10x0.254030.00 Cum

5890.00 Cum

Below interlocking block

Km. 103.800 to 106.800 = 2x3000x2.5x0.10 1500.00 Cum

7390.00 Cum6. Pdg. & Laying 200mm thick WMM as per MORT&H specification

Km. 102.800 to 104.00 = 2x1200 x3.10x0.201488.00 Cum

Km. 106.00 to 108.600 = 2x2600x3.10x0.203224.00 Cum

4712.00 Cum

7. Pdg. & Laying primer coat over WMM surface as per clause

No. 502 of MORT&H specification

Km. 102.800 to 104.00 = 2x1200 x3.107440.00 Sqm

Km. 106.00 to 108.600 = 2x2600x3.1016120.00 Sqm

23560.00 Sqm

8. Providing and laying tack coat over existing black top surface

As per clause No. 503 of MORT&H specification.

Km. 102.800 to 108.600 = 2x5800x 7.50=87000.00 Sqm

87000 x3=261000.00 Sqm9. Providing and laying 75mm thick BM as per clause No. 504

Of MORT&H specification.

Km. 102.800 to 108.600 = 2x 5800x 7.50x0.075=6525.00 Cum

10. Providing and laying 50mm thick BM as per MORT&H

Specification.

Km. 102.800 to 108.600 = 2x5800x 7.50x0.05=4350.00 Cum11. Providing and laying 25 mm thick SDBC as per clause No. 510

Of MORT&H specification.

Km. 102.800 to 108.600 = 2x5800x 7.50x0.025=2175.00 Cum12. Providing and marking central line and boarder line with Ist

Quality thermoplastic paint as per MORT&H specification

Central line

Km. 102.800 to 108.600 = 2x 5.80 = 11.60 Km

11.60 @ 40 Sqm per Km 464.00 Sqm

12.Constn. Of 2x2 m RCC slab type culvert

At RD 103.800, 104.900, 105.200,106.2004 Nos13. Constn. Of central verge in the middle of road

Km. 102.800 to 104.00 = 1200.00 M

Km. 106.00 to 108.600 = 2600.00 M 3800.00 M

D/D Gap (-) 300 M

3500.00 M

14. Constn. Of RCC side drain

Km. 103.800 to 104.00 = 200 x2= 400 M

Km. 106.00 to 106.800 = 2x800 = 1600 M Total 2000.00 M

D/d Length of street (-) 300.00 M

1700.00 M 15.Constn. Of side drain in street portion

2x30x5 = 300 M

16. Pdg.& Laying 80mm thick interlocking paver blocks of all

Shapes and colours in design mix cement of Grade M-35

Over a bed of 30mm thick fine sand complete in all respect

on both side of road between main carriageway and side drian

Km. 103.800 to 106.80 = 2x3000x2.50 = 15000.00 Sqm17. Provision for shifting of Electric poles

18. Provision for deforsation

STATE

HARYANA

STATION

ROHTAK

DIVISION

PROVL. DIVISION NO.III (NH) ROHTAK

NAME OF WORK

DETAILED ESTIMATE FOR COSTN. OF

4-LANE ON NH-10 FROM KM. 102.800 TO 104.00 AND 106.00 TO 108.600 IN MEHAM TOWNMAJOR HEAD

5054- R&B (STATE)MINOR HEAD

ESTIMATED AMOUNT

Rs. 1507.29 LACS

Detailed Estimate framed by Sh. Hanumant Singh Sangwan HSE-I, Executive Engineer, Provl. Division No.3, Rohtak for the expenses of Constn. Of 4-lane on NH-10 from Km. 102.800 to 108.600 in Village Meham town.HISTORY AND REPORT :-

Delhi-Hissar-Sulemanki road (Designated as Maharaja Agersein Marg (NH-10) is an important National Highway which connected Delhi with Indo Pak border at Sulemanki the West. This National Highway passes through state of Haryana and Punjab. The development in this reason has been tremendous as this road serves the transportation need to defenses services deployed guarding the western boarder . Hence this highway has strategic importance the growth of traffic in the transport sector has almost direct bearing with the intensity of economic activity in this area.

The state of Haryana has made a remarkable progress in Industrial as well as agriculture sector which has great importance in the development of Haryana state. This has a direct bearing on this route. Hence constent effort have been made during past to improve the riding surface of the road The traffic on this route comprises of vehicles such a trucks, buses, Tailors, Jeep three wheeler cycles, Rickshaws and Animal drawan vehicle carts etc. The development in this region has been tremendous as the road also serves the transportation need to Defence services deployed for guarding the western border of the country.

Hence this highway has strategic importance for growth of traffic in transportation sector almost direct bearing with the intensity of economic activity in the area.

National Highway-10 from Km. 29.700 to 112.210 has been entrusted to NHAI vide Gazzete notification dated 27.9.07. NHAI is going to construct 4-laning of NH-10 from Km. 86.700 to 170.00 ( i.e. Bahu Akbarpur to Hisar) on BOT basis. There is a provision of bye pass in Meham town from Km. 102.800 to 108.600= 5.80 KM. After construction of this bye pass, the internal road passing through Meham town will be transferred to state PWD. People of this town have demanded improvement of this internal stretch. The condition of this stretches is not so good as no major expenditure is being incurred by NHAI / MORT&H on this stretch. To avoid encroachment on public land and to keep this stretch in good condition, improvement is urgently required. In Meham town.

The site has been inspected by the undersigned alongwith the Superintending Engineer, Rohtak circle, Rohtak on dated 19.6.2013 and raising has been proposed from Km. 106.600 to 108.600 as the existing road level is at the field level . The top of sub grade has been kept at 1.1 M above from the original ground level as per IRC 36 clause No. 6.7 with 500mm sub grade and detailed estimate has been prepared accordingly and is submited herewith for approval. The road from Km. 102.800 to 104 has already been raised after 1995 floods.

Accordingly an estimate for an amount of Rs.----------------- lacs has been prepared and submitted for arranging the administrative approval and allotment of funds from the competent authority. Now the estimate is submited for Technical sanction from the competent authority. The Expdr. Shall be charges against Major Head 5054-Road and bridges Central. DESIGN AND SCOPE :-

The following specification has been made in the estimate:-

1. Earth work in excavation in trenches

2. Constn. Of embankment with material excavated in trenches.3. Pdg. & Laying 250 mm thick GSB as per MORT&H Specification4. Pdg. & Laying 200 mm thick WMM as per MORT&H specification5. Pdg. & Laying primer coat over WMM surface using cationic emulsion with 60 kg per 100 Sqm as per MORT&H specification.6. Pdg. & Laying Tack coat over WMM surface using cationic emulsion with20 kg per 100 Sqm as per MORT&H specification The length of the ramps is as per site conditions7. Pdg. & Laying 75mm thick BM as per MORT&H specification8. Pdg. & Laying 50mm thick BM as per MORT&H specification9. Pdg. & Laying 25 mm thick SDBC as per MORT&H specification10. Constn. Of 4 No 2x2 m slab type culvert 11. Constn. Of 1 .20 m wide central verge 12. Marking centre line and border line with thermoplastic paint13. Shifting of electric poles14. Provision for deforstationSPECIFICATION :-

Latest MORT& specification shall strictly be followed during the execution of work.

CARRYING OUT OF WORK :-

The work will be carried out after calling the competitive tender/quotation as per usual practice of the Deptt.RATES :-

Rates provides in the estimate are based on HSE + Ceiling premium thereon for analysis of rates. For NS item necessary analysis of rates have been prepared and appended in the estimate. Rates for material are based on the rates approved by the Zonal CommitteeCOST :-

Total cost of the work comes out to Rs. ------------- lacs including 1.5% Contingency charges.

Time :-

It will take nearly about 6 months to complete the work from the actual date of its commencement.

Executive Engineer,

Provl. Division No.3

Rohtak

Analysis of rate for Providing and marking center line with Hot applied thermoplastic Compound with reflectorising glass beads on bitumen surface as per clause No. 803 of MORTH specification

(Ch. 8 P-225)

(Taking out put 600 Sqm )

Unit : Sqm

1. LABOUR

MateDay 0.03@ 184/-Rs. 6.00

MazdoorDay 0.75@ 184/-Rs. 138.00

2. MACHINERY

Road marking machineHr 10 @ 60/-Rs. 600.00

Tractor TrollyHr 0.50@ 234/-Rs. 117.00

3. MATERIAL

Hot applied Thermoplastic Ltr 1500 @ 150/-Rs. 225000.00

Compound

Reflectorising glass bidsKg. 150.00@ 50/-Rs. 7500.00

Rs. 233291.00

Add 10% Over Head charges

Rs. 23329.00

Rs. 256620.00

Add 10% Contr. Profit

Rs. 25662.00

G. Total

Rs. 282282.00

Rate per Sqm = 282282/600= 470.47 say Rs. 470/- per Sqm

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

PWD B&R Br. Rohtak

PWD B&R Br. Rohtak

ANALYSIS OF RATE FOR CONSTN. OF RCC SIDE DRAIN1. Earth work in excavation in foundation, trenches

Etc. in all kind of soil, not exceeding 2 mtrs

Depth including dressing of bottom and sides

Of trenches (HSR 6.6)

1x1.70x 10 = 1.78 Cum

@ Rs. 58.17 (i/c premium)

Rs. 103.83

2. Cement conc. 1:4:8 with stone aggregate

20mm nominal size in F& P (HSR 10.38)

1x1.70 x0.10= 0.17 Cum

@ Rs. 2310/-(i/c Premium)

Rs. 392.70

3. RCC 1: 11/2 :3 in foundation and plinth (HSR 10.82+Note)

Raft 1x 1.50 x0.15= 0.225Cum

Walls 2 x0.80 x0.15 = 0.24 Cum

0.465 Cum

For Slab 1x1.5 x0.15= 0.225 Cum

0.690 Cum

@ Rs. 5966.40 (I/C Prem)

Rs. 4116.82

4 FE 500 EQR TMT Steel for RCC works

Where not include dint he complete rate of RCC (HSR 18.22)

Take @ 55 Kg per RMT of drain i/c cover

0.55 Qtl. @ Rs. 5502.30 per Qtl

Rs. 3026.56

5 150mm dia PVC pipe for drainage spouts

0.15 M @ 336.65 per 3 RMT

Rs. 16.83Total

Rs. 7656.74

Say Rs.7657.00/- per Mtr.

Executive Engineer,

Provl. Division No.3

Rohtak

Analysis of rate for construction of side drain (in street portion)

(Taking out put 10 M)

1. Earth work in excavation in foundation

Trenches etc. in all kind of soil (HSR 6.6)

10 x1.05x2.3

=24.15 Cum

@ Rs. 58.17 (i/c premium)

Rs. 1404.81

2. Plain cement concrete 1:2;4 with stone agg.

20mm Nominal size in foundation and plinth (HSR 10.41)

1x10x2.30x0.15 = 3.45Cum

@ Rs. 3385.80 (i.c premium)

Rs. 11681.00

3. Ist class brick work laid in cement sand mortor 1:3

In foundation and plinth (HSR 11.5)

2x10 x0.45+0.30 x 0.90

= 6.75 Cum

2

@ Rs. 3229.80 ( i/c premium)

Rs. 21801.00

5. Cement plaster 12mm thick in cement mortor 1:3

2x10 x 0.9= 18.00 Sqm

@ Rs. 90/- per Sqm (I.c premium)

Rs. 1620.006. RCC slab of 1:1 :3 (HSR 10.82 + Note)

10x1.80x0.20= 3.6 Cum

@ Rs. 5966.40 (I/c Prem)

Rs. 21479.00

7. Cost of steel (HSR 18.22)

3.60 Cum @ 90 Kg per cum = 3.24 Qtl

@ Rs. 5502.30 per Qtl

Rs. 17827.00

Total

Rs. 75812.81

Rate per RMT = 75812.81/10 = 7581.28

Say Rs. 7581.00

Analysis of rate for Providing and laying Granular sub base (Based on HSR)

(Taking out put 300 Cum)

Unit : Cum

1. Supply of H\GSB,

1.28 Cum @ 605.20 cum

Rs. 774.662. Laying and consolidation of stone metal

3. as per Granular sub base (HSR 24.5)

1.28 Cum @ 25.15 per cum

Rs. 32.19

Add 370% premium on Rs. 32.19Rs. 119.11

TotalRs. 925.96

Day Rs. 926/- per cum

Executive Engineer,

Provl. Division No.3

Rohtak

Analysis of rate for Providing and laying Wet Mix macadam (Based on HSR)(Taking out put 225 Cum)

Unit : Cum

1. Supply of 45 to 22.4mm stone agg,

89.10 Cum @ 764.70

Rs. 68135.002. Supply of 22.4 to 2.36mm guage

118.80 Cum @ 764.70 per cumRs.90846.003. Supply of stone dust 2.36mm and below

89.10 cum @ 841.70 per cumRs. 74995.004. Laying and consolidation of stone metal

Wet Mix madam (HSR 24.8)

297 Cum @ 36.20 per cum

Rs. 10751.00

Add 370 % premium on Rs. 11345/-Rs. 41976.00

TotalRs. 286703.00

Rate per cum =286703/ 225 = Rs. 1274.23 Say 1274.25

Executive Engineer,

Provl. Division No.3

Rohtak

Analysis of rate for Providing and laying bituminous primer coat over WMM surface with cationic emulsion bitumen using 60 Kg per 100 Sqm (Based on HSR)

(Taking out put 100 Sqm)

Unit : Sqm

1. Collection of bitumen Emulsion

0.06 MT @ 49360/-Rs.2961.602. Labour for laying primer coat over WMM surface

(HSR 24.29)

100 Sqm @ 45.18 per % SqmRs. 45.18

Add 370% premium on Rs. 45.18Rs. 167.16

Rs. 3173.94

Rate per Sqm = 3173.94 /100 = 31.74 Say Rs. 31.75

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.5

Rohtak

Jhajjar

Analysis of rate for Constn. of embankment from the material obtained from excavation

Unit : Cum

1.Supply of tibba sand with an avg. lead of 1 Km

Rs. 12.00

Add 300% premium

Rs. 66.00 2Add unloading plus premium

Rs. 9.62

3. Add extra for laying as per to the specification

(HSR 6.2 G 1)

Rs. 0.68

Add 425% premium

Rs. 2.89

4.Add extra for watering (HSR 6.2 G ii)

Rs. 0.75

Add 425% premium

Rs. 3.18

5.

Add extra for rolling to the specification (HSR 6.2 G v)Rs. 2.25

Add 135% premium

Rs. 3.04

Total

Rs. 100.41

Say Rs. 100.00 per cum

Analysis of rate for Constn. of embankment from the material obtained from excavation

Unit : Cum

1.Supply of tibba sand with an avg. lead of 9 Km

Rs. 27.00

Add 450% premium

Rs. 121.50 Add unloading plus premium

Rs. 9.62

3. Add extra for laying as per to the specification

(HSR 6.2 G 1)

Rs. 0.68

Add 425% premium

Rs. 2.89

4.Add extra for watering (HSR 6.2 G ii)

Rs. 0.75

Add 425% premium

Rs. 3.18

5.

Add extra for rolling to the specification (HSR 6.2 G v)Rs. 2.25

Add 135% premium

Rs. 3.045. Add compensation of earth ( HSR 6.4)

0.35 + 500 % premium

Rs. 17.85

Total

Rs. 188.76

Say Rs. 189.00 per cum

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

Rohtak

Rohtak

Detailed estimate for Constn. Of 4-lane from Km. 102.800 to 108.600 in Meham town

1. Dismentaling /scaryfication of road including soling and wearing coat, screening And screening and stacking of old serviceable material. (HSR 24.37)

Km. 106.600 to 108.600 = 2x1000x10 =20000.00 Sqm2. Earth work in embankment with tibba sand with an avg. lead of 10 Km.

Km. 102.800 to 104.00 = 2x1.20 x 1000x3.10 ( D.A.)

Km. 106.00 to 106.600 = 2x0.600x1000x3.10 (D.A.)= 25128.00 Cum

Km. 106.600 to 108.600 = 2x1000x (18.20+25)/2 x1.70 = 73440.00 Cum Total 98568.00 Cum

D/D Crust thickness = 2x1000x18.20 x0.60 ( - ) 21840.00 Cum

D/d Qty. of sub grade = 2x 2x1000 x7.50x 0.50 (-) 15000.00 Cum

36840.00

Net Qty. 98568- 36840 = 61728.00

3. Constn. of sub grade with soil CBR not less than 9%

Km. 106.600 to 108.600 = 2x2x1000 x 7.5 x0.50= 15000.00 Cum4. Pdg. & Laying 250mm thick GSB as per MORT&H specification

Km. 102.800 to 104.00 = 2x1200 x3.10x0..251860.00 Cum

Km. 106.00 to 106.600 = 2x 600x3.10x0.25930.00 CumKm. 106.600 to 108.600 = 2x2x1000 x7.50 x0.257500.00 Cum

10290.00 Cum

Below interlocking block

Km. 103.800 to 106.800 = 2x3000x2.5x0.10 1500.00 Cum

11790.00 Cum

5. Pdg. & Laying 200mm thick WMM as per MORT&H specification

Km. 102.800 to 104.00 = 2x1200 x3.10x0.201488.00 Cum

Km. 106.00 to 106.600 = 2x600x3.10x0.20744.00 Cum

Km. 106.600 to 108.600 = 2x2x1000 x7.5 x0.206000.00 Cum

8232.00 Cum

6. Pdg. & Laying primer coat over WMM surface as per clause

No. 502 of MORT&H specification

Km. 102.800 to 104.00 = 2x1200 x3.107440.00 Sqm

Km. 106.00 to 106.600 = 2x600x3.103720.00 Sqm Km. 106.600 to 108.600 = 2x2x2000 x7.5 30000.00 Sqm

41160.00 Sqm

7. Providing and laying tack coat over existing black top surface

As per clause No. 503 of MORT&H specification.

Km. 102.800 to 108.600 = 2x5800x 7.50=87000.00 Sqm

87000 x3=261000.00 Sqm8. Providing and laying 75mm thick BM as per clause No. 504

Of MORT&H specification.

Km. 102.800 to 108.600 = 2x 5800x 7.50x0.075=6525.00 Cum

9. Providing and laying 50mm thick BM as per MORT&H

Specification.

Km. 102.800 to 108.600 = 2x5800x 7.50x0.05=4350.00 Cum

10. Providing and laying 25 mm thick SDBC as per clause No. 510

Of MORT&H specification.

Km. 102.800 to 108.600 = 2x5800x 7.50x0.025=2175.00 Cum

11. Providing and marking central line and boarder line with Ist

Quality thermoplastic paint as per MORT&H specification

Central line

Km. 102.800 to 108.600 = 2x 5.80 = 11.60 Km

11.60 @ 40 Sqm per Km 464.00 Sqm

12.Constn. Of 2x2 m RCC slab type culvert

At RD 103.800, 104.900, 105.200,106.200 ,4 Nos

13. Constn. of 1.00 m dia Hume pipe culvert 106.950 107.8752 Nos

14. Constn. Of central verge in the middle of road

Km. 102.800 to 104.00 = 1200.00 M

Km. 106.00 to 108.600 = 2600.00 M 3800.00 M

D/D Gap (-) 300 M

3500.00 M

15. Constn. Of RCC side drain

Km. 103.800 to 104.00 = 200 x2= 400 M

Km. 107.00 to 107.800 = 2x800 = 1600 M Total 2000.00 M

D/d Length of street (-) 300.00 M

1700.00 M

16. Constn. Of side drain in street portion

2x30x5 = 300 M

17.. Pdg.& Laying 80mm thick interlocking paver blocks of all

Shapes and colours in design mix cement of Grade M-35

Over a bed of 30mm thick fine sand complete in all respect

on both side of road between main carriageway and side drian

Km. 103.800 to 106.00 = 2x2200x2.50 = 11000.00 Sqm

Km. 107.00 to 107.800 = 2x800 x2.504000.00 Sqm

15000.00 Sqm18. Provision for shifting of Electric poles

19. Provision for deforsation

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

Rohtak

Rohtak

CREDIT OF OLD BITUMENOUS MATEIAL1. Black top surface

KM. 106.600 TO 108.600 = 2000 X 10 X 0.10 = 2000.00 CUMTake 80 % = 2000 x 80 % =1600.00 Cum

Used in Recycling 30% qty of old material to be used in recycelling

0.30 x1.33 = 0.40 Cum Loose Qty.

1600 /0.40 = 4000.00 Cum is to be recycelling with old material

2. Qty. of stone metal

KM. 106.600 TO 108.600 = 2000 X 10 X 0.40 = 8000.00 CUMTake 80% credit = 8000 x 80% =6400.00 Cum

@ Rs. 600/- per cum

Rs. 3840000/-

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

Rohtak

Rohtak

Analysis of rate for Providing and laying 1.00 m dia Hume pipe culvert

1. Earth work in excavation in foundation trenches etc. in all kind

Of soil not exceeding 2 M depth

Under pipe 1x 25.00 x 4.55 x 1.68

= 191.10 Cum

Toe wall 1x2x3.66 x2.00x4.55

= 66.61 Cum

257.71 Cum

@ Rs. 58.17 per Cum

Rs. 14991.00

2. Cement concrete 1:3:6 with stone aggregate 20mm nominal size

In foundation and plinth

Toe wall 1x2x3.66x1.90 x0.75

= 10.43 Cum

Under Pipe 25.00 x 1.68 x0.45

= 18.90 Cum

29.33 Cum @ Rs. 2217.05 Per cumRs. 65026.003. Ist class brick work laid in cement sand mortar 1:3 in

In foundation and plinth.

Toe wall Ist Step 2x 3x1.12x1.22 = 8.20 Cum

2nd step 2x3x0.75x0.61

= 2.75 Cum

3rd step 2x3x0.52 x1.22

= 3.80 Cum

4th step 2x3x0.33x1.35

= 2.67 Cum

17.42 Cum

D/d 2x 22x (1.50)2 x(1.12 +0.33)(-)

= 1.30 Cum

7x42

16.12 Cum

Parapet 2x3x0.33x0.60

1.19 Cum

17.31 Cum

@ Rs. 3229.80 per cum

Rs. 55908.00

4. Providing and laying 1200mm dia Hume pipe NP-3

25 Mtrs @ 3600 per RMTRs. 90000.00

5. Cement pointing 1;2 in deep variety

Toe wall

Outer side 1x2x3 x1.80

= 10.80

Top 1x2x3.00 x0.33

= 1.98

Front rear side 2x2x(1.12+0.33)x1.80

= 5.22

2 18.18 Sqm

D/d pipe portion 22/7 x1.5 +1.5 (-) 3.532 14.65 Sqm

Parapet

2x2x 3 x0.60 7.20 Sqm

Top 2x3x0.33 1.98 Sqm

Front rear side 2x2x0.33x.0.60 0.79 Sqm

24.62 Sqm

@ Rs. 90/- per Sqm

Rs. 2216.00G. Total

Rs. 228141.00Analysis of rate for Constn. of embankment from Flyash from Panipat Thermal plant with an avg. lead of 90 Km

Unit : Cum

1.Supply of Fly ash with an avg. lead of 90 Km i/ cpremium

Rs. 386.10 Add unloading plus premium

Rs. 9.62

3. Add extra for laying as per to the specification

(HSR 6.2 G 1)

Rs. 0.68

Add 425% premium

Rs. 2.89

4.Add extra for watering (HSR 6.2 G ii)

Rs. 0.75

Add 425% premium

Rs. 3.18

5.

Add extra for rolling to the specification (HSR 6.2 G iv a)

Rs. 13.30

Add 110% premium

Rs. 14.63 Add 25% shrikange

Rs. 107.75

Rs. 538.75

Say Rs. 535.00 per cum

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

Rohtak

Rohtak

Analysis of rate for constn. of retaining wall ( 3.675 M height)(Taking output 10 M) Unit : RMT

1.`Earth work in excavation in foundation and plinth (HSR 6.6)

10x3.4 x1= 34.00 Cum

@ Rs. 58.17 per cum

Rs. 1979.00

3. Cement conc. 1:2;4 (HSR 10.41)

10 x3.1 x0.1 = 3.1 Cum

@ Rs. 3385.80

Rs. 10496.00

4. RCC 1:1 1/2:3 for wall and other items (HSR 10.86 +10.95)

10 x3.1 x0.3 = 9.3 cum

10 3.375 x0.4 = 13.5 Cum22.8 Cum @ Rs. 6538/- per cum Rs. 149066.005. Steel for RCC work (HSR 18.22)

15.10 Qtl (D.A.) @ Rs. 5502.30 per Qtl

Rs. 83085.00

Rs. 244626.00

Rate per RMT = 244626/10 = Rs. 24462.6 say Rs. 24462/-

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

Rohtak

Rohtak

Analysis of rate for constn. of Retaining wall ( 2.675 M height)(Taking output 10 M) Unit : RMT

1.`Earth work in excavation in foundation and plinth (HSR 6.6)

10x 3.4 x1= 34.00 Cum

@ Rs. 58.17 per cum

Rs. 1979.00

3. Cement conc. 1:2;4 (HSR 10.41)

10 x3.1 x0.1 = 3.1 Cum

@ Rs. 3385.80

Rs. 10496.00

4. RCC 1:2:3 for wall and other items (HSR 10.86 +10.95)

10 x3.1 x0.3 = 9.3 cum

10x 2.375 x0.4 = 9.5 Cum18.8Cum @ Rs. 6538/- per cum Rs. 122914.00

5. Steel for RCC work (HSR 18.22)

12.41 Qtl (D.A.) @ Rs. 5502.30 per Qtl Rs. 68283.00

Rs. 203672.00

Rate per RMT = 203672/10 = 20367.00DETAIL OF STEEL FOR RETAINING WALL (HEIGHT 3.675 M) (Taking out Put 10 Mtrs) Steel for Raft

12 mm dia Main 150 mm c/c 2x67 x3.5 = 469 Mtr @ 0.89 Kg per RMT = 4.17 Qtl

10 mm dia distribution 150 mm c/c 10 M x21 Nos = 210 Mtr @ 0.62 Kg per RMT = 1.30 Qtl

12 mm dia distribution 150 mm c/c 10 x21 = 210 Mtrs @ 0.89 Kg per RMT = 1.86 Qtl.

Steel for wall12 mm dia Main 150 mm c/c 7.95x67 = 532.65 Mtr @ 0.89 Kg per RMT = 4.74 Qtl

10 mm dia distribution 150 mm c/c 10 M x49 Nos = 490 Mtr @ 0.62 Kg per RMT = 3.038 Qtl

Total 15.10 Qtl.

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

Rohtak

Rohtak

Detail of Qty. of R.E. wall and Re-construction of Central verge1.

Reconstruction of Central verge

Km. 104.00 to 104.300 = 300 Mtr

2. Constn. of Retaining wall

Km. 106.480 to 106.580.00 = 100 Mtrs

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

Rohtak

Rohtak

Analysis of rate for constn. of Retaining wall ( 3.50 M height)(Taking output 10 M) Unit : RMT

1.`Earth work in excavation in foundation and plinth (HSR 6.6)

10 2 x4.1 = 82.00 Cum @ 58.17 per cum

Rs. 4770.00

2. Cement conc. 1:2;4 ( HSR 10.41)

10 x 4.10 x0.50 = 20.5 Cum

For topping 10 x 0.70 x0.15 = 1.05 Cum

21.55 @ Rs. 3385.80 per cum Rs. 72964.00.3. Ist class brick work in 1:3 ( HSr 11.5

Ist step 10 x 3.10 x0.50 =15.50 Cum

2nd step 10 x2.7 x0.50 = 13.50 Cum

3rd step 10x2.3x0.50

= 11.50 Cum4th step 10 x1.90 x0.50

= 9.50 Cum

5th step 10 x1.70 x0.50

= 8.50 Cum

6th step 10 x1.50 x0.50

= 7.50 Cum

7th step 10 x1.30 x0.50

= 6.50 Cum

8th step 10 x1.10 x0.50

= 5.50 Cum

9th step 10 x0.9 x0.5

= 4.50 Cum

10th step 10 x0.7 x0.5

= 3.50 Cum

Total

86.00 Cum @ Rs. 3229.80Rs. 277763.00

Rs. 355497.00

Rate per RMT = 355497 /10 = Rs. 35549.700 Say Rs. 35550/-

QTY. OF RETAINING WALL ( LENGTH 100 M)1 . Earth work in excavation ( HSR 6.6) = 820 Cum

2. Cement conc. 1;2;4 (HSR 10.41 ) = 215.50 Com

3.. Ist class brick work in 1:3 (HSR 11.5 ) = 860.00 Cum To

The Nodal Officer ( Forest Conservation)

O/o Principal Chief Conservator of forest

Haryana, Panchkula

No. Dated :-

Subject :-Diversion of 4.56 ha of forest land for 4-laniong of Nh-10 Rohtak-Hisar road

Km. 102.800 to 104.00 and 106.00 to 108.600 in Meham town under forest division

and district Rohtak , Haryana.

Ref. :-

The project site has been inspected by the under signed on ------------ alongwith Mr. H.S. Sangwan Executive Engineer, Provl. Division No.3 (NH) Rohtak and officials of forest Department and the following observations were made :-

During the inspection it was found that the diversion of 4.56 ha of Forest land is required which is unavoidable and the barest minimum for the project. There is no alternative suitable non Forest land is available for the project . The RD/ Km wise details of required of forest land is given below :-

RD/ KmLength in MtrWidth in areaArea in Sqm

102.800 to 104.001200The existing metalled road is 10.00 Meter wide with 1.00 meter berm/ shoulder on each side with a total formation width of 12.00 Meter. Widening of existing carriageway from 10.00 M to 16.20 M with side drain on both side has been proposed and thus road formation will be increased from 12 mtr. to 24 Mtr and forest land in 12 mtr on both side s will be affected.14400.00

106.00 to 108.6002600The existing metalled road is 10.00 Meter wide with 1.00 meter berm/ shoulder on each side with a total formation width of 12.00 Meter. Widening of existing carriageway from 10.00 M to 16.20 M with side drain on both side has been proposed and thus road formation will be increased from 12 mtr. to 24 Mtr and forest land in 12 mtr on both side s will be affected.31200.00

2.There are------------- trees and -------------- saplings proposed to be felled for the project. The tree species involved are of eucalyptus , kikar, shisham and Misc. species. The marking of the trees proposed for felling has been done as per the projects site plan and -------- trees ---------- saplings are necessarily required to be felled. The trees standing outside proposed formation width has been left out and non marked for felling. The project site is passing through/ surrounded by agricultural fields and there is no rare/ endangered/ unique species of flora and fauna in the area.3.Total ROW of this road is 30.00 m except abadi areas. The present width of the road is 12 mtr. which is to be widened to 24.00 Mtr. If concentric widening is done, a strip of 3.00 mts is left on both side to accommodate utilities running along the road and afforestation in a available balance strip on both sides of road can be carried out . In case ecentric widening is carried out ( Widening in one side only) it is not possible. Thus possibility of expansion of road on one side is not feasible.4.The user agency has not violated the provision of forest conservation Act 1980 and no work has been started with out proper sanction of the competent authority.

So, it is recommended that the proposal may be approved/ sanctioned in the larget public interest.

Date :-

Place

Conservator of forest

Central circle, Rohtak

Endst No. Dated :-

Copy of divisional Forest Officer, Rohtak ./ Executive Engineer, Provl. Division No.3 (NH) PWD B&R Br. Rohtak for their information and for further necessary action.

Date :-

Place

Conservator of forest

Central circle, Rohtak