Detailed estimate for Constn. Of 4-lane in Km. 88.250 to 93.00 in village Madina

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

Km. 89.900 to 91.300 = 2 x 1400 x 3.10 x 0..475=4123.00 Cum2. Earth work of embankment with tibba sand with an avg. lead of 5 Km.

Km. 88.250 to 89.900 = 2 x 1650 x 3.10 x 110230.00 Cum

Km. 91.300 to 93.00 = 2 x 1700 X 3.10 x 110540.00 Cum

20770.00 Cum D/d Qty. excavated from the widening portion in village

Portion 4123.00 Cum Net Qty. 16647.00 Cum3. Pdg. & Laying 200 mm thick GSB as per MORT&H specification

Km. 88.250 to 93.00 = 2 x 4750 x 3.10 x 0.200 5890.00 Cum

Below interlocking block 2 x 1500 x 4.90 x 0.10 1470.00 Cum

7360.00 Cum4. Pdg. & Laying 250 mm thick W M M as per MORT&H specification

Km. 88.250 to 93.00 = 2 x 4750 x 3.10 x 0.257362.50 Cum5. Pdg. & Laying primer coat over WMM surface as per clause

No. 502 of MORT&H specification

Km. 88.250 to 93.00 = 2x4750 x3.1029450.00 Sqm

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

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

Km. 88.250 to 93.00 = 2x4750 x7.50=71250.00 Sqm

71250 x3= 213750.00 Sqm7. Providing and laying 75mm thick BM as per clause No. 504

Of MORT&H specification.

Km. 88.250 to 93.00 = 2 x 4750 x 7.50 x 0.075=5343.75 Cum8. Providing and laying 50mm thick DBM as per MORT&H

Specification.

Km. 88.250 to 93.00 = 2x4750 x7.5x0.05=3562.50 Cum

9. Providing and laying 40mm thick BC as per clause No. 510

Of MORT&H specification.

Km. 88.250 to 93.00 = 2x4750 x7.5x0.040=2850.00 Cum

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

Quality thermoplastic paint as per MORT&H specification

Central line

Km. 88.250 to 93.00 = 2x4.75= 9.50

9.50 @ 40 Sqm per Km 380.00 Sqm

Boarder line = 88.250 to 93.00= 2x4750 x0.15 = 1425.00 Sqm

1805.00 Sqm12.Constn. Of 2x2 m RCC slab type culvert

At RD 88.700, 89.950, 90.600, 90.900 ,91.200, 91.800,92.300,92.600 8 Nos13. Constn. Of central verge in the middle of road

Km. 88.250 to 93.00 = 4750 M

D/D Gap (-) 250 M

4500.00 M14. Constn. Of RCC side drain

Km. 89.800 to 91.300 = 1500 x2= 3000 M

D/d Length of street (-) 300.00 M

2700.00 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. 89.800 to 91.300 = 2x 1500x 4.90 = 14700.00 M

17. Constn. of 3x3 m RCC box type culvert at RD. 91.750

Over Mokhra Minor

1 No

18. Provision for shifting of Electric poles

19. Provision for deforsation

STATE

HARYANA

STATION

ROHTAK

DIVISION

PROVL. DIVISION NO.III (NH) ROHTAK

NAME OF WORK

DETAILED ESTIMATE FOR CONSTN. OF

4-LANE ON NH-10 FROM KM. 88.250 TO 93.00

IN VILLAGE MADIANMAJOR HEAD

5054- R&B (STATE)MINOR HEAD

ESTIMATED AMOUNT

Rs. 1742.60 LACS

Rough cost 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. 88.250 to 93.00 in Village MadinaHISTORY 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 Village Madina from Km. 88.250 to 93.00= 4.75 KM. After construction of this bye pass, the internal road passing through Village Madina will be transferred to state PWD. People of this village 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 Madina village

Accordingly detailed estimate for an amount of Rs. 1719.74 lacs has been prepared and submitted for arranging the approval and allotment of funds from the competent authority. The Expdr. Shall be charges against Major Head 5054-Road and bridges State. DESIGN AND SCOPE :-

The following specification has been made in the estimate:-

1. Earth work in excavation in trenches

2. Constn. Of embankment with tibba sand with an avg. lead of 5 Km.3. Pdg. & Laying 200 mm thick GSB as per MORT&H Specification4. Pdg. & Laying 250 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 DBM as per MORT&H specification9. Pdg. & Laying 40 mm thick BC as per MORT&H specification10. Constn. Of 2 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 polesSPECIFICATION :-

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 MORT&H standard Data book for analysis of rates. Rates for labour are based on daily wages approved by the labour Deptt. Haryana. 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. 1719.74 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

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

2x10 x 0.9= 18.00 Sqm

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

Rs. 1620.005. 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

6. 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 53 to 26.5mm stone agg,

134.40 Cum @ 689.70 cum

Rs. 92696.002. Supply of 26.5 to 4.75 mm guage

172.80 Cum @ 764.70 per cumRs. 132140.003. Supply of stone dust 2.36mm and below

76.80 cum @ 814.70 per cumRs. 62569.004. Laying and consolidation of stone metal

5. as per Granular sub base (HSR 24.7)

384 Cum @ 23.40 per cum

Rs. 8986.00

Add 370% premium on Rs. 8986Rs. 33248.00

TotalRs. 329639.00

Rate per cum = 329639/ 300 = Rs. 1098.79

Say Rs. 1100.00

Executive Engineer,

Provl. Division No.3

Rohtak

Analysis of rate for Providing and laying Wet Mix macadam (Based on HSR)(Lutuf Pur Quarry)

(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 @ 814.70 per cumRs. 72590.004. 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. 284298.00

Rate per cum =284298/ 225 = Rs. 1263.54 Say 1265.00

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 @ 48510/-Rs. 2910.602. 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. 3122.94

Rate per Sqm = 3122.94 /100 = 31.22 Say Rs. 31.20

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 450% 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. 188.75 per cum Say Rs. 185/-

Executive Engineer,

Sub Divisional Engineer,

Provl. Division No.3

Provl. Sub Division No.6

Rohtak

Rohtak

Detailed estimate for Constn. Of 4-lane in Km. 88.250 to 93.00 in village Madina

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

Km. 89.900 to 91.300 = 2x1400 x3.10x 0..475=4123.00 Cum

2. Earth work of embankment with tibba sand with an avg. lead of 5 Km.

Km. 88.250 to 89.900 = 2x1650 x3.10 x110230.00 Cum

Km. 91.300 to 93.00 = 2x1700 X 3.10 x110540.00 Cum

20770.00 Cum

D/d Qty. excavated from the widening portion in village

Portion 4123.00 Cum Net Qty. 16647.00 Cum3. Pdg. & Laying 200 mm thick GSB as per MORT&H specification

Km. 88.250 to 93.00 = 2x4750 x3.10x0.205890.00 Cum

Below interlocking block 2x1500x4.90x0.15 2205.00 Cum

8095.00 Cum

4. Pdg. & Laying 250mm thick WMM as per MORT&H specification

Km. 88.250 to 93.00 = 2x4750 x3.10x0.257362.50 Cum

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

No. 502 of MORT&H specification

Km. 88.250 to 93.00 = 2x4750 x3.1029450.00 Sqm

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

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

Km. 88.250 to 93.00 = 2x4750 x7.50=71250.00 Sqm

71250 x3= 213750.00 Sqm

7. Providing and laying 75mm thick BM as per clause No. 504

Of MORT&H specification.

Km. 88.250 to 93.00 = 2x4750 x7.50x0.075=5343.75 Cum

8. Providing and laying 50mm thick DBM as per MORT&H

Specification.

Km. 88.250 to 93.00 = 2x4750 x7.5x0.05=3562.50 Cum

9. Providing and laying 40mm thick BC as per clause No. 510

Of MORT&H specification.

Km. 88.250 to 93.00 = 2x4750 x7.5x0.040=2850.00 Cum

10. Providing and marking central line and border line with Ist

Quality thermoplastic paint as per MORT&H specification

Central line

Km. 88.250 to 93.00 = 2x4.75= 9.50

9.50 @ 40 Sqm per Km 380.00 Sqm

Boarder line Km. 88.250 to 93.00 = 2x4750 x0.15 1425.00 Sqm

1805.00 Sqm 11.Constn. Of 2x2 m RCC slab type culvert

At RD 88.700, 89.950, 90.600, 90.900 ,91.200, 91.800,92.300,92.600 8 Nos12. Constn. Of central verge in the middle of road

Km. 88.250 to 93.00 = 4750 M

D/D Gap (-) 150 M 4600.00

13. Constn. Of RCC side drain

Km. 89.800 to 91.300 = 1500 x2= 3000 M

D/d Length of street (-) 300.00 M

2700.00 M

14.Constn. Of side drain in street portion

2x30x5 = 300 M

15. 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 drain

( Compacted as vibratory table ) ( 255 Red coloured)

Km. 89.800 to 91.300 = 2x 1500x 4.90 = 14700.00 M

16. Pdg. & Laying utility duct pipe

Parellal 2x1500 - 3000 .00 RMT

Diagonal 26x15390.00 RMT

3390.00 RMT

17. Pdg. & Constn. of man holes for utility duct pipe

2 x15 30 Nos

18. Constn. of 3x3 m RCC box type culvert at RD. 91.750

Over Mokhra Minor

1 No

19. Provision for shifting of Electric poles

20. Provision for deforsation