DPR-2426 WB

NEW SOR

UP-2426

GOVERNMENT OF UTTAR PRADESH

RURAL ENGINEERING SERVICE

DISTRICT :- FARRUKHABAD

YEAR : 2005-06 (PHASE-V)

NAME OF WORK : CONSTRUCTION OF RURAL ROADS UNDER BHARAT NIRMAN YOJANA

TOTAL LENGTH OF ROAD UNDER CONNECTIVITY – 11.73 Km.

REVISED ESTIMATED COST – RS. LACS

Details of Sanction

Name of District - Farrukhabad

Package No. UP2426

Included Sanctioned as per S.T.A. Administrative Sanction As per Estimate Reason for

Sl. No. Name of Road in Core Length in C.D. No. Pavement Total Cost Length in C.D. No. Pavement Total Cost Length in C.D. No. Pavement Total Cost difference.

Network K.m. and Size Cost in Lakhs K.m. and Size Cost in Lakh K.m. and Size Cost in Lakh

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 yes 2.10 2.10 2.10 2.97 50.48 53.45 3.09 56.54

2 yes 3.33 3.33 3.33 23.81 98.37 122.18 4.90 127.08

Total 5.43 11 5.43 11 5.43 11 26.78 148.85 175.63 7.99 183.62

J.E. (R.E.S.) A.E. (R.E.S.) E.E. (R.E.S.)

P.I.U. Farrukhabad P.I.U. Farrukhabad P.I.U. Farrukhabad

C.D. Cost

C.D. Cost

C.D. Cost

Maint. Cost

Total Cost

Hisampur To Jhijhuki L/R

3 No. 1000mm.

3 No. 1000m

m.

3 No. 1000m

m.

FKD. Neewalpur

Ugarpur Rd. To Katri

Gangpur via Katri

Dharampur L/R

3 No. 1000mm.

H.P. 2 No.

2x1000mm, 1 No.

Gul

3 No. 1000mm. H.P. 2 No.

2x1000mm, 1

No. Gul

3 No. 1000mm. H.P. 2 No.

2x1000mm, 1

No. Gul

Reason for

WORLD BANK FUNDED PROJECT (2005-06)SUMMARY SHEET FORMAT F-1

DISTRICT-FARRUKHABADPackage No.UP2426

Type of work No. of Total Length No. of New Estimated Cost No. of New Villages Connected

Roads of Road (KM) CD Structure Pavement CD Total Maintenance Total No. of Total SC/ST

5+6 7+8 Villages Villages1 2 3 4 5 6 7 8 9 10 11

NEW 4 5.43 11 148.85 26.78 175.63 7.99 183.62 4-

CONSTRUCTION

J.E. A.E. E.E. S.E.

A Proforma - AWORLD BANK FUNDED PROJECT (2005-06)

DISTRICT WISE SUMMARY OF THE PROPOSALS - 2005-2006

Sl. District Package No. Package wise detailsNo. No. of Habitations Covered Length Km Value Rs (Lakh) AV Cost/Km Rs. (Lakh)1 Farrukhabad UP-2426 4 5.43 175.63 32.34

Total 4 5.43 175.63 32.34

Signature:

Name: Secretary

State:



Proforma - APRADHAN MANTRI GRAM SADAK YOJNA (PMGSY)(T.S.)

DISTRICT WISE SUMMARY OF THE PROPOSALS - 2005-2006

Sl.

District Package No.

Package wise detailsNo.

Length KmValue Rs (Lakh) AV Cost/Km Rs. (Lakh)

const. maint. Total const.1 Farrukhabad UP-2422 6 6.46 178.75 9.50 188.25 27.672 UP-2423 4 7.52 206.46 11.06 217.52 27.453 UP-2424 4 5.40 160.63 7.94 168.57 29.754 UP-2425 5 7.47 227.16 10.99 238.15 30.415 UP-2426 2 5.43 167.09 7.99 175.08 30.77

Total 21 32.28 940.09 47.48 987.57 29.12

Signature:

Name: Secretary

State:



No. of Habitations

Covered

Package wise details

AV Cost/Km Rs. (Lakh)

maint.

1.47

1.47

1.47

1.47

1.471.47

P.I.U. Farrukhabad

COST OF ESTIMATE WORLD BANK FUNDED PROJECT (2005-06)

Sl. Package Name of Road Cost as per S.T.A. Cost as per Estimate Technical SanctionNo. No. Cost of Cost of Total Cost of Cost of Total Maintenance Total Cost

Pavement Culvert/CD Cost Pavement Culvert/CD Cost (Package + Maintainence)

1 2426 Hisampur To Jhijhuki L/R 50.48 2.97 53.45 3.09 56.54

2 2426 98.37 23.81 122.18 4.90 127.08

TOTAL 148.85 26.78 175.63 7.99 183.62



FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via

Katri Dharampur L/R

Proforma-BWORLD BANK FUNDED PROJECT (2005-06)

Package Summary

Sl. Name of the Name of the Road Type of Proposed Cost of No. of CD Cost of No. Block Proposal Length Pavement Works CD Works

const. maint. const. maint.From To *N/U Km Rs. Nos. Rs. Rs. Rs. Rs. Rs.

1 Kamalganj Hisampur Jhijhuki N 2.10 50.48 3 2.70 53.18 3.09 25.32 12.06

2 Barhpur N 3.33 90.10 8 23.81 113.91 4.90 34.21 10.27

Total Estimated Cost of the Package : Rs. 5.43 140.58 11 26.51 167.09 7.99 59.53 10.96

* N-New Connectivity U-Up gradation

Prepared By : Signature : Technical Security Signature :Name : done by : Name :Designation :

Checked By : Signature : Coordinator : Signature :Name : STA Name :

Scrutinized By : Signature :Name :Designation :

Package Number : UP-2426 State : U.P. District: Farrukhabad

Total estimated Cost(Lacs)

Average Cost per Km(Lacs)

FKD. Neewalpur Ugarpur Rd.

Katri Gangpur via Katri Dharampur

WORLD BANK FUNDED PROJECT (2005-06)District-Farrukhabad

(Cost of Package and Maintenance)

Package No : 2426Sl. Name of Road Total Estimated Cost Maintenance Cost Maintenace Total cost

No. Length Pavement+CD Ist year IInd year III year IV year V year Total Cost cost of of package with

Structure per Km. per Km per Km per Km per Km per Km Road maintenance

Rs.13633/- Rs.19030/- Rs.30927/- Rs.38840/- Rs.44705/- Rs.147135/- Lac Lac

2 Hisampur To Jhijhuki L/R 2.10 53.18 28629 39963 64947 81564 93881 308984 3.09 56.27

3 3.33 113.91 45398 63370 102987 129337 148868 489960 4.90 118.81

5.43 167.09 74027.19 103332.90 167933.61 210901.20 242748.15 798943.05 7.99 175.08




Katri Dharampur L/R

WORLD BANK FUNDED PROJECT (2005-06)Check List for P.I.U. and S.T.A. Proforma- C

(For Individual Road Works)

To be filled by PIU

1 Block :Mohammadabad23 Name of the Road From :B.E. Mohammadabad Achra Taqipur Rd. To :Nagla Moti 4 Length (Km) : Total : Km 2.40 In Built up area : 0.00 Km In Open Area : 2.40 Km5 Estimated Cost Rs. : #REF! Lakhs Cost Per Km Rs. #REF! Lakhs6 Type of Proposal

If the proposed road is the new connectivity YesIs the road a part of core network YesName of the unconnected Habitation (s) (to be crosschecked with CN-6) Nagla MotiPopulation sub served by the proposed road 588Does the Proposed Road lead up to the habitation for which it is supposedto provide connectivity (In other words are you sure that the road is not being made partially? YesDoes the Proposed Road connect the unconnected habitation to (b)

(a) Another Habitation heaving All-weather road No(b) Directly to an All weathered road. Yes

If (b), indicate the nature of road to which the proposed road leads. VRIf the proposal is for up gradation NoIs the road a part of core network YesIs it Certified that there are no other Unconnected Habitations in the district. N.A.Population sub served by the proposed road

(a) Whether the Proposed Road has the desired carriage way width, Roadway Yeswidth and Road Land Width (RLW) In the built up area (m) In the open area (m)

(b) Indicate the actual widths of the following for the proposed road.(a) Carriageway 3.00 3.00(b) Roadway 3.00 7.50(c) Road Land Width 3.00 12.10

INDEX MAP (Not to scale) Attached

Location :State : UP District : FarrukhabadPackage No. : UP-2426

Nagla Moti

TrafficVolume

TotalCV LCV/Mini Bus Cars/Vans/Jeeps Three Two Cycle Cycles Bullock Motorized Non-Motorized

Wheelers Wheelers Rickshaw Carts7 18 10 3 125 14 165 24 165 203

9 Growth Rate adopted (%) : 6.00 Projected Traffic : 14 CVPD Curve : 'A'10 Sub grade CBR 5.65 %Chainage (Km) 0 - 2.40Design CBR (%) 5.65

11 Cost Details A. Clearing and Grubbing #REF!B. Pavement Components

Description of the layer Thickness (mm)Earth Work* #REF!Earth work in shoulder #REF!Subgrade Preparation (GSB)*1st Layer 85 #REF! (GSB) 2nd Layer 0 #REF!WBM-2 75 #REF!WBM-3 75 #REF!C. Bituminous LayersPrime Coat - #REF!PMC - #REF!Tack Coat - #REF!MSS Brick Edging - #REF!PMC with Seal Coat 20 #REF!D. CD Work No. of Existing CD Works 2 0.00

Do they require any improvements NoIf Yes, cost of improvement Rs.No. of Proposed CD Works 17 No.Cost of Proposed CD Works #REF!

E. Protection Work Length. 0.00F. Side Drains (if provided) Length. 0.00G. Road Logo, other Road Furniture, Misc. #REF!H. Five Year Routine Maint. Yr1 0.33

Yr2 0.46Yr3 0.74Yr4 0.93Yr5 1.07

(A+B+C+D+E+F+G+H) G. Total #REF!

Nagla Moti

#REF!

12-Whether the road has Geometrics as per Roads Manual (RRM) Yes

13-Whether CD work/protection works are provided as per RRm Yes

14-Whether the Cost estimates are as per standard data analysis and S.S.R. Yes

Certified that information provided is true.

Prepared By Checked By

J.E. A.E. E.E.

To be filled by S.T.A.

Name of the STA I.E.T, Lucknow15 If the proposal is for the new connectivity

Have you satisfied yourself the proposed Yes/No Road is a part of the Core Network Is the unconnected habitation (s) part of Yes/No list of unconnected Habitations as per CN-6 Does the Proposal ensure full connectivity Yes/No

16 Are you satisfied with the following Engineering Surveys Yes/No Soil/Material Investigation Yes/No Traffic Surveys/Estimation Yes/No Hydraulic Studies Yes/No

17 Is the design of the following elements as per Rural Roads Manual :Alignment & Geometric Yes/NoPavement Design Yes/NoCD work and protection Measures Yes/NoSide drains Yes/NoDrainage Layer Yes/No

18 Does the Estimation conform to Standard rate analysis and SSR Yes/No19 Does the proposal have provision for

PMGSY Logo Sign BoardsKm/Hm Stones Yes/NoGuard Stones (where necessary) Yes/NoTraffic Sign Boards (as necessary) Yes/No

20 Specific remarks, if any, by STA

Tech. Scrutiny done by: Coordinator: S.T.A.

Sign. & Name: Sign. & Name:

Certified that the Design and Estimation for the Proposed Roads works are based on the data and SSR provided by Engineers. The Proposal may be cleared.

WORLD BANK FUNDED PROJECT (2005-06)Check List for P.I.U. and S.T.A.


To be filled by PIU

1 Block : Kamalganj23 Name of the Road From : Hisampur To : Jhijhuki4 Length (Km) : Total : Km 2.10 In Built up area : 0.0 Km In Open Area : 2.10 Km5 Estimated Cost Rs. 58.12 Lakhs Cost Per Km Rs. 27.68 Lakhs6 Type of Proposal

If the proposed road is the new connectivity YesIs the road a part of core network YesName of the unconnected Habitation (s) (to be crosschecked with CN-6) JhijhukiPopulation sub served by the proposed road 785Does the Proposed Road lead up to the habitation for which it is supposedto provide connectivity (In other words are you sure that the road is not being made partially? YesDoes the Proposed Road connect the unconnected habitation to (b)







Jhijhuki

TrafficVolume




11 Cost Details A. Clearing and Grubbing Cost in Rs. 0.15B. Pavement Components

Description of the layer Thickness (mm) Cost : (Rs Lacs)Earth Work* 10.40Earth work in shoulder 1.56Subgrade Preparation (GSB)*1st Layer 70 6.85 (GSB) 2nd Layer 50 4.06WBM-2 75 6.44WBM-3 75 7.37C. Bituminous LayersPrime Coat - 1.20PMC - 4.71Tack Coat - 0.43MSS Brick Edging - 2.69PMC with Seal Coat 20 1.12D. CD Work No. of Existing CD Works 2

Do they require any improvements NoIf Yes, cost of improvement Rs.No. of Proposed CD Works 3 No.Cost of Proposed CD Works 2.97

E. Protection Work Length. Cost : 0.00F. Side Drains (if provided) Length. Cost : 0.00G. Road Logo, other Road Furniture, Misc. Cost : 8.17H. Five Year Routine Maint. Yr1 0.28

Yr2 0.40Yr3 0.65Yr4 0.82Yr5 0.94

(A+B+C+D+E+F+G+H) G. Total 61.21

Jhijhuki

58.12






J.E. A.E. E.E.












WORLD BANK FUNDED PROJECT (2005-06) Proforma :CCheck List for P.I.U. and S.T.A.


To be filled by PIU

1 Block : Barhpur23 Name of the Road From : FKD. Neewalpur Ugarpur Rd. To :Katri Gangpur via Katri Dharampur4 Length (Km) : Total : Km 3.33 In Built up area : 0.00 Km In Open Area : 3.33 Km5 Estimated Cost Rs. : 122.18 Lakhs Cost Per Km Rs. 36.69 Lakhs6 Type of Proposal

If the proposed road is the new connectivity YesIs the road a part of core network YesName of the unconnected Habitation (s) (to be crosschecked with CN-6) Katri GangpurPopulation sub served by the proposed road 642Does the Proposed Road lead up to the habitation for which it is supposedto provide connectivity (In other words are you sure that the road is not being made partially? YesDoes the Proposed Road connect the unconnected habitation to (b)







Katri Gangpur

TrafficVolume




11 Cost Details A. Clearing and Grubbing Cost in Rs. 0.24B. Pavement Components

Description of the layer Thickness (mm) Cost : (Rs Lacs)Earth Work* 16.73Earth work in shoulder 1.94Subgrade Preparation (GSB)*1st Layer 130 18.34 (GSB) 2nd Layer 100 14.10WBM-2 75 11.13WBM-3 75 12.78C. Bituminous LayersPrime Coat - 2.10PMC - 8.23Tack Coat - 0.75MSS Brick Edging - 4.26PMC with Seal Coat 20 2.72D. CD Work No. of Existing CD Works 2

Do they require any improvements NoIf Yes, cost of improvement Rs.No. of Proposed CD Works 8 No.Cost of Proposed CD Works 23.81

E. Protection Work Length. Cost : 0.00F. Side Drains (if provided) Length. Cost : 0.00G. Road Logo, other Road Furniture, Misc. Cost : 5.06H. Five Year Routine Maint. Yr1 0.45

Yr2 0.63Yr3 1.04Yr4 1.29Yr5 1.49

(A+B+C+D+E+F+G+H) G. Total 127.08

Katri Gangpur

122.18






J.E. A.E. E.E.












PRADHAN MANTRI GRAM SADAK YOJNA (2005-06) Proforma : CCheck List for P.I.U. and S.T.A.


To be filled by PIU

1 Block : Rajepur23 Name of the Road From : B.E. Kadhar Rd. To: Siya4 Length (Km) : Total : Km 1.35 In Built up area : 0.00Km In Open Area : 1.35 Km5 Estimated Cost Rs. : #REF! Lakhs Cost Per Km Rs.: #REF! Lakhs6 Type of Proposal

If the proposed road is the new connectivity YesIs the road a part of core network YesName of the unconnected Habitation (s) (to be crosschecked with CN-6) SiyaPopulation sub served by the proposed road 733Does the Proposed Road lead up to the habitation for which it is supposedto provide connectivity (In other words are you sure that the road is not being made partially? YesDoes the Proposed Road connect the unconnected habitation to (b)







Siya

TrafficVolume




11 Cost Details A. Clearing and Grubbing Cost in Rs. #REF!B. Pavement Components

Description of the layer Thickness (mm) Cost : (Rs Lacs)Earth Work* #REF!Earth work in shoulder #REF!Subgrade Preparation (GSB)*1st Layer 70 #REF! (GSB) 2nd Layer 50 #REF!WBM-2 75 #REF!WBM-3 75 #REF!C. Bituminous LayersPrime Coat - #REF!PMC - #REF!Tack Coat - #REF!MSS Brick Edging - #REF!PMC with Seal Coat 20 #REF!D. CD Work No. of Existing CD Works 2

Do they require any improvements NoIf Yes, cost of improvement Rs.No. of Proposed CD Works 6 No.Cost of Proposed CD Works #REF!

E. Protection Work Length. Cost : 0.00F. Side Drains (if provided) Length. Cost : 0.00G. Road Logo, other Road Furniture, Misc. Cost : #REF!H. Five Year Routine Maint. Yr1 0.18

Yr2 0.27Yr3 0.42Yr4 0.52Yr5 0.60

(A+B+C+D+E+F+G+H) G. Total #REF!

Siya

#REF!






J.E. A.E. E.E.












REPORT

Name of Work : Construction of rural roads under Pradhan Mantri Gram Sadak Yojana (2005-06, World Bank Funded) in Distt. Farrukhabad U.P.

Package No. : UP-2426

Authority :

Scope of Work :

IN THIS DETAILED PROJECT REPORT FOLLOWING ROADS HAVE BEEN TAKEN FOR SANCTION IN 2005-2006

Package No. 2426

Block Name of the Road

1 3028 Kamalganj Hisampur To Jhijhuki L/R 2.10 Jhijhuki 785

2 1035 Barhpur FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampu 3.33 642

Total 5.43

Specification :

This detailed project report for the construction of the link roads under P.M.G.S.Y. 2005-06 (Phase-V) has been prepared in compliance of letter of Chief Executive Officer U.P. State Rural Roads Development Authority, Lucknow vide Letter No. 1162/UPRRDA/05 Dated: 13/05/05. The Farrukhabad District has been allocated fund of Rs.18.00 Crores under PMGSY (World Bank Funded ), Phase-V (2005-06) vide the Letter No. 7732/RES/PMGSYCELL/05/108 Dated : 08/09/2005 of Director & Chief Engineer, Rural Engineering Services, Uttar Pradesh, Lucknow & Letter No.4288/T-40/UPRRDA/05 Dated: 21/12/2005 of Uttar Pradesh Rural Road Development Agency, Lucknow.

Pradhan Mantri Gram Sadak Yojana has been launched by Central Govt. to provide connectivity to all village and habitation having population more than 1000 by end of 2004 and villages of population more than 250 by end of year 2007 by good all weather roads. Population of habitation has been taken as per census carried out in the year 2001.

Sl. No.

Road No.

Length (km.)

Village being

Connected

Population as per Census

Katri Gangpur

The above roads have been recommended by Hon'ble Member of Parliament and Member of Legislative assembly. The approval of such roads have been accorded by Zila Panchayat, Farrukhabad on 02.11.2004 vide proceeding No. 391/ftyk iapk;r cSBd@ ih,eth,lokbZ@2005&06 fnukad 03@11@04. These roads are included in the core network of Farrukhabad District also.

In this Detailed Project Report, the roads taken for construction have been detailed surveyed and their crust have been designed on the basis of California Bearing Ratio reckoned as per actual survey of different roads. The crust thickness is fixed as per guidelines of Rural Road Manual of PMGSY (IRC:SP-20).

Cross drainage, works have been designed and fixed as per actual requirements at site found during detailed survey. The proposed roads shall be 7.5 m. wide at formation level with more than 60cm high embakment. The bituminous painted width of these roads shall be 3 m. as traffic intensity is less than 100 CVPD.

The general climate of the area is dry and above roads connect to the habitations with a population of 2001 Census and by constructing this road, it would facilitate the habitants to avail the facilities of the nearby area.

(2) Road Features :

(3) Alignment, Topographical & Geological Features :

(4) Environmental & Other Factors :

(5) Right of way. Acquistion :

(6) Traffic :

(7) Roads Design and Specification :

1 One/Two layers of GSB in 3.30 m. width.2 One layer of 75mm thick compacted metal 63-45mm G2.3 One layer of 75mm thick compacted 53-22.4mm G3.4 Primer coat for low porosity on WBM surface.5 20 mm thick PMC over tack coat and premix seal coat type 'B'.6 Mechanical widening at curves and culverts.7 30 cm. wide brick edge soling on both side of the road.

(8) Drainage Facilities including X-drainage structures.

The road work has been selected on the criteria of providing connectivity to unconnected habitation based on the priority of population. The proposal has been approved by the Zila Panchayat.

The new construction has been proposed on the government revenue track only. The topography of the area is more or less plain terrain. The soil is mosty silty soil.

The proposed roads would open the oppurtunities for the habitants of the village to avail the facilities available in the connected villages. The socioeconomic status of the villages to be connected would increase manifold. The people would have access to market centre & also would have access to SDO headquarter of district headquarter in less time.

The Alignment of Road is on the existing tracks of revenue. There are no permanent structures alongside the roadway hence land acquisition is not involved in this case hence no compensation what so ever required to be paid.

Being rural roads, the traffic plying presently on the routes is less. A 24 hours traffic census has been conducted on all the roads and the present and projected traffic has been calculated upon the growth rate as 6% per annum as specified in the manual. The traffic more than 3 ton laden weight (projected) has been considered for design purpose.

The structural design for pavement thickness, has been done as per rural roads. Manual IRC-SP-20 and Specification For Rural Roads, 2004 published by MORD. There is no saving in cost if crust thickness is designed as per S.P.-72-2007.Traffic intensity, CBR results of the existing soil have been attached as per annexure. As per design, the following specifications have been adopted as follows :

Wherever required cross drainage structers like HP/RCC Culverts and side drains have been taken.

(9) Materials, labour and Equipments :

(10) Rates :

(11) Construction Programming :The likely period of the execution would be approximately 12 Months.

(12) Miscellaneous :

ASSISTANT ENGINEER EXECUTIVE ENGINEERP.I.U., P.M.G.S.Y. P.I.U., P.M.G.S.Y.

R.E.S. R.E.S.FARRUKHABAD FARRUKHABAD

The suitable material required for road construction is available in Govt. approved quarries. The ballast and grit are available at Fatepur Sikari/Haldwani/Jhansi. The skilled/unskilled labour is also available in the area. The Road Metal Rates for the material has also been attached as annexure with the Block details.

The rates are taken from Revised Schedule Of Rates (SOR) base on MORD Standard Data Book which has been sanctioned by SE, UPPWD, Etawah Circle. The consideration for price escalation, local duties and taxes on materials can be taken into account in the tender premium prevailing in the area.

Though traffic running on these stretches is very small, yet due attention would be paid to diversification of traffic. Temprorary by-pass etc. would be provided wherever necessary.

As stated above four no. of roads connecting the villages with all weather roads costing Rs.265.70 Lacs excluding maintenance cost have been included in this DPR.

The rates taken in preparation of DPR are either currently Sanctioned Schedule of Rate (Revised As Per MORD) or analysed on the basis of sanctined rates of material and labour by S.E., Etawah Circle of UP PWD or market rate as per Standard Data Book of Ministry of Rural Transport and Highway, Govt. of India.

The Detailed project Report for construction of Rural Roads under 2005-06 (World Bank) amounting to Rs 265.70 Lacs is submitted here with for Technical and Administrative Sanctions.

Key Index map

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CONTENTS

Package : UP- 2426

Sl. Details Format PageNo.1 Title2 Check list3 Contents4 Reports5 Certificate and References6 Package Summary Sheet F17 District Map Showing Block M18 Blocks Showing Road Networks M29 Roads Proposed in P.M.G.S.Y. for Rural Connectivity (Payment layer) F2A

10 Roads Proposed in P.M.G.S.Y. for Rural Connectivity (Cross Drainage Structure) F2B11 Typical Cross Section of new road construction F312 Details of existing Roads (For upgradation) F413 Typical Cross Section of new road improvement (Upgradation)/Design of Pavement F514 Cost Estimate for Road Construction F615 Cost Estimate for Construction of C.D. Works F716 Rate Analysis F817 Supporting Analysis of Rates and Calculation sheet of Earth Work

COST OF ESTIMATEWORLD BANK FUNDED PROJECT (2005-06)

Sl. Package Name of Road Cost as per Administrative Sanction Cost as per State Technical Agency Cost as per Technical Sanction

No. No. Cost of Cost of Total Cost of Cost of Total Cost of Cost of Total Cost

Pavement Culvet/CD Cost Pavement Culvet/CD Cost Pavement Culvet/CD

1 UP-2426 #REF! #REF! #REF! #REF!

2 UP-2426 Hisampur To Jhijhuki L/R 50.48 2.70 53.18

3 UP-2426 90.10 23.81 113.91

4 UP-2426 #REF! #REF! #REF! #REF!

Total #REF! 26.51 #REF!

J.E./P.I.U. A.E./P.I.U. E.E./P.I.U.FARRUKHABAD FARRUKHABAD FARRUKHABAD


Katri Dharampur L/R

izfrosnu

izeq[k lfpo] xzkE; fodkl foHkkx] m0 iz0 “kklu ds i= la[;k & 1366@38&4&2003 fnukad 21&06&2003 ,oa vk;qDr xzkE; fodkl foHkkx y[kuÅ ds i=kad 2850 fnukad 28&06&03 ds }kjk iz/kkuea=h xzke lM+d ;kstuk ds lQy lapkyu gsrq 16 vfrfjDr tuinksa esa xzkeh.k vfHk;U=.k lsok foHkkx dks dk;Znk;h laLFkk ¼dk;ZØe fdz;kUou bdkbZ½ ds :i esa ukfer fd;k x;k gS ftlesa xzkeh.k vfHk;U=.k lsok] iz[k.M & Q#Z[kkckn dk Hkh p;u iz/kkuea=h xzke lM+d ;kstuk esa dk;Znk;h laLFkk ds :i esa fd;k x;k gSA mDr i=ksa esa ;g Hkh Li’V fd;k x;k gS fd vkoaVu o’kZ ¼iwoZ dk o’kZ 2002&03½ vc o’kZ 2003&04 esa ekuk tk;sxk ,oa rHkh ls izLrko Lohd`r ,oa ykxw gksxsaA o’kZ 2001&02 ds Lohd`r dk;Z tks yksd fuek.kZ foHkkx }kjk djk;s x;s gSa vkSj izxfr ij gS] os yksd fuek.kZ foHkkx }kjk gh iw.kZ djk;s tk;saxsAfuns”kd ,oa eq[; vfHk;Urk] xzkeh.k vfHk;U=.k lsok] y[kuÅ ds i=kad 95@xzk0 v0 ls0@ih0 ,e0 th0 ,l0 okbZ0@fnukad 30 twu 2003 ds }kjk fn;s x;s funsZ”kksa ds Øe esa lEcfU/kr yksd fuek.kZ foHkkx dh ih0 vkbZ0 ;w0 ls iz/kkuea=h xzke lM+d ;kstuk ls lEcfU/kr leLr vfHkys[k ¼ekLVj Iyku] dksj usV] Mh0 ih0 vkj0 bR;knh½ izkIr dj fy;s x;s gSaAizeq[k lfpo ,oa funs”kd ,oa eq[; vfHk;Urk] xzkeh.k vfHk;U=.k lsok] mRrj izns”k “kklu }kjk fnukad 05&08&03 dks ckiw Hkou] y[kuÅ esa yh xbZ cSBd esa voxr djk;k x;k fd tuin Q#Z[kkckn esa iz/kkuea=h xzkeh.k lM+d ;kstuk ds ¼o’kZ 2002&03½ izLrkfor lkr iSdstksa ls dsoy 3 iSdst ¼la[;k ;w0ih0 2407] ;w0ih0 2408 ,oa 2410½ fo”o cSad }kjk iksf’kr ;kstuk esa fy;s tk;saxsA

Key Index map




izeq[k lfpo] xzkE; fodkl foHkkx] m0 iz0 “kklu ds i= la[;k & 1366@38&4&2003 fnukad 21&06&2003 ,oa vk;qDr xzkE; fodkl foHkkx y[kuÅ ds i=kad 2850 fnukad 28&06&03 ds }kjk iz/kkuea=h xzke lM+d ;kstuk ds lQy lapkyu gsrq 16 vfrfjDr tuinksa esa xzkeh.k vfHk;U=.k lsok foHkkx dks dk;Znk;h laLFkk ¼dk;ZØe fdz;kUou bdkbZ½ ds :i esa ukfer fd;k x;k gS ftlesa xzkeh.k vfHk;U=.k lsok] iz[k.M & Q#Z[kkckn dk Hkh p;u iz/kkuea=h xzke lM+d ;kstuk esa dk;Znk;h laLFkk ds :i esa fd;k x;k gSA mDr i=ksa esa ;g Hkh Li’V fd;k x;k gS fd vkoaVu o’kZ ¼iwoZ dk o’kZ 2002&03½ vc o’kZ 2003&04 esa ekuk tk;sxk ,oa rHkh ls izLrko Lohd`r ,oa ykxw gksxsaA o’kZ 2001&02 ds Lohd`r dk;Z tks yksd fuek.kZ foHkkx }kjk djk;s x;s gSa vkSj izxfr ij gS] os yksd fuek.kZ foHkkx }kjk gh iw.kZ djk;s tk;saxsA




izLrqr iSdst la[;k ;w0ih0 2411 dk foLr`r izkdyu ¼Mh0ih0vkj0½ iwoZ esa yksd fuekZ.k foHkkx ¼ih0vkbZ0;w0½ Qrsgx<+ }kjk rS;kj fd;k x;k FkkA ftl ij v/kh{k.k vfHk;Urk yksd fuekZ.k foHkkx] bVkok ds gLrk{kj mijkUr LVsV VSfDudy ,tsUlh ¼vkbZ0vkbZ0Vh0 :M+dh½ }kjk LØwVuh dh tk pqdh gSA bl izkdyu dk ifj{k.k djus ij Kkr gqvk fd izLrkfor ekxZ dk foLr`r losZ{k.k djus ds ckn] lh0oh0vkj0 oSY;w ds vk/kkj ij ,oa iz/kkuea=h xzke lM+d ;sktuk ds :jy eSuqvy esa fn;s x;s funZs”kksa ds vuqlkj ekxZ dh ØLV fMtkbZu dh x;h gSA ekxZ dh QkesZ”ku ysoy ij pkSM+kbZ 7-5 eh0 ,oa isfUVM jksM dh pkSM+kbZ 3 eh0 yh xbZ gSA vko;”drk vuqlkj vyx&vyx pSfut ij lh0 Mh0 dk;Z fy;k x;k gSA izLrkfor ekxZ dk izkadyu 1000 ls vf/kd vkcknh okys xkaoksa dks iDds ekxksZsa ls tksM+us gsrq rS;kj fd;k x;k gSAizkadyu esa] yksd fuekZ.k foHkkx dh njksa ,oa Hkkjr ljdkj ds xzkeh.k lM+d ifjogu ea=ky; dh LVSUMMZ MkVk cqd esa fn;s x;s cktkj njksa dks fy;k x;k gSAiz/kkuea=h xzke lM+d ;kstuk ¼o’kZ 2002&03½ ds vUrxZr iSdst la[;k ;w0ih0 2411 dk foLr`r izkadyu ftlesa izLrkfor ekxZ dk dk;Z dh dqy ykxr :0157-50 yk[k gS] iz”kklfud ,oa rduhfd Lohd`fr gsrq lknj izsf’kr gSA

Key Index map


izLrqr iSdst la[;k ;w0ih0 2411 dk foLr`r izkdyu ¼Mh0ih0vkj0½ iwoZ esa yksd fuekZ.k foHkkx ¼ih0vkbZ0;w0½ Qrsgx<+ }kjk rS;kj fd;k x;k FkkA ftl ij v/kh{k.k vfHk;Urk yksd fuekZ.k foHkkx] bVkok ds gLrk{kj mijkUr LVsV VSfDudy ,tsUlh ¼vkbZ0vkbZ0Vh0 :M+dh½ }kjk LØwVuh dh tk pqdh gSA bl izkdyu dk ifj{k.k djus ij Kkr gqvk fd izLrkfor ekxZ dk foLr`r losZ{k.k djus ds ckn] lh0oh0vkj0 oSY;w ds vk/kkj ij ,oa iz/kkuea=h xzke lM+d ;sktuk ds :jy eSuqvy esa fn;s x;s funZs”kksa ds vuqlkj ekxZ dh ØLV fMtkbZu dh x;h gSA ekxZ dh QkesZ”ku ysoy ij pkSM+kbZ 7-5 eh0 ,oa isfUVM jksM dh pkSM+kbZ 3 eh0 yh xbZ gSA vko;”drk vuqlkj vyx&vyx pSfut ij lh0 Mh0 dk;Z fy;k x;k gSA izLrkfor ekxZ dk izkadyu 1000 ls vf/kd vkcknh okys xkaoksa dks iDds ekxksZsa ls tksM+us gsrq rS;kj fd;k x;k gSAizkadyu esa] yksd fuekZ.k foHkkx dh njksa ,oa Hkkjr ljdkj ds xzkeh.k lM+d ifjogu ea=ky; dh LVSUMMZ MkVk cqd esa fn;s x;s cktkj njksa dks fy;k x;k gSAiz/kkuea=h xzke lM+d ;kstuk ¼o’kZ 2002&03½ ds vUrxZr iSdst la[;k ;w0ih0 2411 dk foLr`r izkadyu ftlesa izLrkfor ekxZ dk dk;Z dh dqy ykxr :0157-50 yk[k gS] iz”kklfud ,oa rduhfd Lohd`fr gsrq lknj izsf’kr gSA

izLrqr iSdst la[;k ;w0ih0 2411 dk foLr`r izkdyu ¼Mh0ih0vkj0½ iwoZ esa yksd fuekZ.k foHkkx ¼ih0vkbZ0;w0½ Qrsgx<+ }kjk rS;kj fd;k x;k FkkA ftl ij v/kh{k.k vfHk;Urk yksd fuekZ.k foHkkx] bVkok ds gLrk{kj mijkUr LVsV VSfDudy ,tsUlh ¼vkbZ0vkbZ0Vh0 :M+dh½ }kjk LØwVuh dh tk pqdh gSA bl izkdyu dk ifj{k.k djus ij Kkr gqvk fd izLrkfor ekxZ dk foLr`r losZ{k.k djus ds ckn] lh0oh0vkj0 oSY;w ds vk/kkj ij ,oa iz/kkuea=h xzke lM+d ;sktuk ds :jy eSuqvy esa fn;s x;s funZs”kksa ds vuqlkj ekxZ dh ØLV fMtkbZu dh x;h gSA ekxZ dh QkesZ”ku ysoy ij pkSM+kbZ 7-5 eh0 ,oa isfUVM jksM dh pkSM+kbZ 3 eh0 yh xbZ gSA vko;”drk vuqlkj vyx&vyx pSfut ij lh0 Mh0 dk;Z fy;k x;k gSA izLrkfor ekxZ dk izkadyu 1000 ls vf/kd vkcknh okys xkaoksa dks iDds ekxksZsa ls tksM+us gsrq rS;kj fd;k x;k gSA

iz/kkuea=h xzke lM+d ;kstuk ¼o’kZ 2002&03½ ds vUrxZr iSdst la[;k ;w0ih0 2411 dk foLr`r izkadyu ftlesa izLrkfor ekxZ dk dk;Z dh dqy ykxr :0157-50 yk[k gS] iz”kklfud ,oa rduhfd Lohd`fr gsrq lknj izsf’kr gSA







SPECIFICATION & CERTIFICATE

1 This Project has been approved by Zila Panchayat Meeting dated 02.11.2004.

2

3

4

5 Proposals of M.P.'s & M.L.A./M.L.C. have been considered in this project.

6 This project is prepared for New Construction of road to connect habitation for the first time under principle of single connectivity.

7

8 Certified that Fly Ash is not available within 100 km.

9 There is no saving in cost if crust thickness is designed as per S.P.-72-2007.



All work shall be carried out as per MORD/IRC/UP.P.W.D, detail specification & as per E.N.C. P.W.D. Circulars issued from time to time.

This project has been framed as per guide lines & specification of P.M.G.S.Y.(I.R.C.-S.P.-20) and Specification For Rural Roads, 2004 published by MORD

It is certified that land is available for taking up the proposed road work, and no provisions has been made for land acquisition under this project.

Certified that the land for the Project will be provided by District Panchayat/Intermediate Panchayat or Revenue officer's of the District without any Compensation.

CERTIFICATE

Name of Scheme : WORLD BANK FUNDED PROJECT (2005-06)

1

2 Certified that the Project has been framed according to the guide lines of Pradhan Mantri Gram Sadak Yozna.

3 Approval of proposed roads, has been accorded by Zila Panchayat, Farrukhabad on 02.11.04.

J.E. A.E. E.E.

Certified that the land for the Project will be provided by District Panchayat/Intermediate Panchayat or Revenue officer's of the District without any Compensation.

WORLD BANK FUNDED PROJECTSFinal List of Roads Approved by Zila Panchayat, Farrukhabad on the basis of CNCPL

UNIT: P.I.U. P.M.G.S.Y. R.E.S. Farrukhabad Year 2005-06Phase V

Package No. 2422

Block Name of the Road Population

1 1008 Barhpur Central Jail Yaqootganj Pithupur To Chauspur L/R 0.60 2305

2 3084 Kamalganj Jhasi Rd. To Hisampur L/R 1.00 1524

3 3050 Kamalganj Bahorikpur Mohammadabad Rd. To Karamchandpur L/R 2.50 1310

4 3185 Kamalganj Jahanganj Mohammadabad Rd. To Chunupur Garhiya L/R 1.00 1291

5 4069 Mohmmadabad B.E. Rd. To Daraundi L/R 0.83 1722

6 4033 Mohmmadabad B.E. Rd. To Nisai L/R 0.53 1110

Total 6.46

Package No. 2423

1 4032 Mohammadabad B.E. ROAD TO TERA L/R 1.62 1722

2 2017 Kaimganj Mahmadpur Safa Rd.(Aliapur) To Rashidpur L/R 1.80 1257

3 2026 Kaimganj Farrukhabad Kampil Rd. (Gaurkheda) To Sahipur L/R 1.85 1497

4 5108 Nawabganj Achra Taqipur Rd. To Prahladpur L/R 2.25 1020

Total 7.52

Package No. 2424

1 7197 Shamshabad Kuiyan Kheda Sahsa Jagdishpur Rd. To Addupur Dehamafi L/R 0.60 1184

2 7012 Shamshabad Chaurahar To Sharifpur Chhichhni L/R 2.75 2073

3 7048 Shamshabad Farrukhabad Kaimganj Rd. (Gusarapur)To Kandhemai L/R 1.25 1015

4 7028 Shamshabad Shamshabad Kaimganj Rd. TO Museypur L/R 2.20 11775 7051 Shamshabad Farrukhabad Kaimganj Rd.(Rly. Crossing) To Sahsa Jagdishpur L/R 1.35 604

Total 8.15

Package No. 2425


1 4102 Mohammadabad B.E. Rd. To Nagla Swami L/R 2.00 7262 4034 Mohammadabad B.E. Rd. To Alidadpur L/R 1.50 8393 4007 Mohmmadabad B.E. Rd. to Gazipur L/R 1.62 5564 3177 Kamalganj Bahorikpur Mohmmadabad-Tiliyan-Nagaria Rd. To Abhaypur L/R 1.00 7175 2027 Kaimganj Farrukhabad Kampil - Sahipur Rd. To Bharthari L/R 1.35 735

Total 7.47Package No. 2426


1 4107 Mohammadabad B.E. Mohammadabad Achra Taqipur Rd. To Nagla Moti L/R 2.40 5882 3028 Kamalganj Hisampur To Jhijhuki L/R 2.10 785

3 1035 Barhpur FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R 3.33 642

4 6015 Rajepur B.E.- Kadhar Rd. To Siya L/R 1.35 733Total 9.18

Grand Total 38.78

Total No. of Roads. = 23

EXECUTIVE ENGINEER

Sl. No.

Road No.

Length (km.)

Sl. No.

Road No.

Length (km.)

Sl. No.

Road No.

Length (km.)

PIU-1, PMGSY

RES, FARRUKHABAD

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OK

OKOKOK

OK

OKOKOKOK

WORLD BANK FUNDED PROJECT (2005-06)

SUMMARY SHEETFormat- F-1

Name of the Code

Total No. of Unconnected HabitationsBlock Habitations >1000 500-999 250-500 <250

4 - 4 - -Total 4 - 4 - -

Type of Work No.of Roads

Total No. of New Estimated Cost

Length of CDRoad (Km) Structures Pavement from CD structure Total

Total VillagesFormat = F6 from Format = F7 [(5) + (6)]

New Construction 4 5.43 11 0.00 26.78 26.78 4

Total 4 5.43 11 0.00 26.78 26.78 4

J.E. A.E. E.E.

No. of New Villages

Connected

FORMAT F - 2[A]

WORLD BANK FUNDED PROJECT (2005-06)Road Proposed in PMGSY for Rural Connectivity (pavement Layers)

District : Farrukhabad

S.No

Name of PlacesDetails of Thickness & Cost for Pavement Layers

/Villages Conn

ected by Road Road Existing

From To

Length Surface Surfacing Total Cost

(Km) Type Details Clea Earth GSB1 GSB2 WBM2 WBM3 Primer BM Tack Coat (any one) E.W. in Brick Plantat Misc of (Lacs)

ning Coat Seal Should edging work Pavement

PMC er (Sum of

10) to (24)1)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

2 Kamalganj Jhijhuki N 4.27 70 50 75 75 20

A 2.10 27 EarthCost (Rs.)

0.15 10.40 6.85 4.06 6.44 7.37 1.20 - 0.43 4.71 1.12 1.56 2.69 - 8.17 50.48

3 BarhpurN 2.62 130 100 75 75 20

A 3.33 38 EarthCost (Rs.)

0.24 16.73 18.34 14.10 11.13 12.78 2.10 - 0.75 8.23 2.72 1.94 4.26 - 5.06 98.37

Total 5.43 0.39 27.13 25.19 18.17 17.57 20.15 3.29 1.18 12.95 3.84 3.49 6.95 13.24 148.85

J.E. A.E. E.E. S.E.

Package No. : UP-2426

Name of Block

New

Construction/ Upgradation

(useN/U)

Facility

accased (Use A/B/C/D/)

CBR/Crust Thickness (cm.)

Hisampur

Thickness (mm)

FKD. Neewalp

ur Ugarpur

Rd.

Katri Gangpu

r via Katri

Dharampur

Thickness (mm)

10) to (24)1)

.

UP-2426

FORMAT F - 2[B]

WORLD BANK FUNDED PROJECT (2005-06)Road Proposed in PMGSY for Rural Connectivity (Cross Drainage Structures)


Sl.

No.

Nam

e of

Blo

ck

code Name of Road

Existing CD structure by Type

Details

Details of P

Minor Bridge Hume Pipe Culvert R.C.C. Culvert Box CulvertTotal

No. Dia No. Length No. Length No. Dia. Mm No. Length No. Length

2 03 N 2.10 1 - - - - Cost 1000 - - - 3 2.97 50.48 53.45

3 Barhpur 01 N 3.33 - - 1 0.6m - - Cost 1.0 m. 8 23.81 98.37 122.18

Total 5.43 11 26.78 148.85 175.63

J.E. A.E. E.E. S.E.

New Construction/Upgradati

on (Use N/U)

Road Length (Km)

Total Cost of Pavement From

Format-F5

Total Cost of the Road [(18)+(19)]Hume Pipe

CulvertR.C.C. Culvert

Total Cost of

Proposed CD

Structures

Kamalganj


600mm

3 No. 1000mm.

FKD. Neewalpur Ugarpur Rd. To Katri Gangpur

via Katri Dharampur L/R

3 No. 1000mm.

H.P. 2 No.

2x1000mm, 1 No.

Gul

1 each

2 X 5.0m.

& 1x3.0

m.

FLEXIBLE PAVEMENT DESIGN

NAME OF WORK :B.E. Mohammadabad Achra Taqipur Rd. To Nagla Moti L/RDesign Data :

(i) Annual Rain Fall = 1027.3 mm(ii) No. of Initial Commercial Vehicle per day in both direction (P) = 7(iii) Annual Growth Rate of Commercial Vehicle (r) = 6%(iv) Design Life (n) = 10 Years(v) CBR of soil =

Design Traffic "T" =

== 7 x 1.898= 13.286

Say = 14 C.V.P.D. - Represent Traffic Curve 'A'

From Figure 5.1 & CBR Curve "A"

Taking CBR, 5.65 % & Tarrif Curve "A"Total Pavement Thickness = 23.5 CmProvide Pavement Thickness(excluding P.M.C. thickness) = 23.5 CmSub base = 8.5 CmBase = 15 Cm

= GSBI= WBM Gr-II

Layer (ii) = 7.5 Cm Consolidated = WBM Gr-III



P(1+r)n

7(1+0.06)1+10

Sub Base - Layer = 8.5 Cm ConsolidatedBase - Layer (i) = 7.5 Cm Consolidated

15 CM

5.0 CM

15 CM

20.0 CM

15 CM

5.0 CM

15 CM

3 CM

15 CM

5.0 CM

12.5 CM

6.5 CM

15 CM

10 CM

12.5 CM

10.0 CM

12.5 CM

10.0 CM

15 CM

5.0 CM

15 CM

27.5 CM

15 CM

10 CM

15 CM

15 CM

15 CM

20 CM

15 CM

8.5 CM


NAME OF WORK : Hisampur To Jhijhuki L/RDesign Data :



== 8 x 1.898= 15.184



Taking CBR, 4.27 % & Traffic Curve "A"Total Pavement Thickness = 27.0 cmProvide Pavement Thickness = 27.0 cmSub base = 12.0 CmBase = 15.0 Cm

= GSB-I Layer (i) = 5.0 Cm Consolidated = GSB-II

= WBM Gr-II Layer (ii) = 7.5 Cm Consolidated = WBM Gr-III


P(1+r)n

8(1+0.06)1+10

Sub Base - Layer (i) = 7.0 Cm Consolidated

Base - Layer (i) = 7.5 Cm Consolidated

15 CM

10 CM

15 CM

15 CM

15 CM

7.5 CM

15 CM

12.5 CM

15 CM

15 CM

15 CM

10 CM

15 CM

12.5 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

7.5 CM

15 CM

10 CM

15 CM

10 CM

15 CM

5.0 CM

15 CM

10 CM

15 CM

10 CM

15 CM

10 CM

15.0 CM

12.5 CM

15 CM

10 CM

15 CM

10 CM

15 CM

12.5 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

7.5 CM

15 CM

10 CM

15 CM

10 CM

15.0 CM

10.0 CM

15 CM

10 CM

15.0 CM

12.0 CM


15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15.0 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15 CM 15.0 CM 15 CM 15.0 CM


NAME OF WORK : FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/RDesign Data :



== 8 x 1.898= 15.184



Taking CBR, 2.62 % & Traffic Curve "A"Total Pavement Thickness = 38 cmProvide Pavement Thickness(including P.M.C. thickness) = 38 cmSub base = 23.0 CmBase = 15.0 Cm

= GSB-I Layer (ii) = 10 Cm Consolidated GSB-II




P(1+r)n

8(1+0.06)1+10



15 CM

10 CM

15 CM

12.5 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

7.5 CM

15 CM

10 CM

15 CM

10 CM

15 CM

12.5 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15.0 CM

12.5 CM

15 CM

10 CM

15 CM

12.5 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

6 CM

15 CM

10 CM

15.0 CM

10.0 CM

15 CM

10 CM

15.0 CM

12.5 CM

15 CM

10 CM

15 CM

12.5 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15.0 CM

12.5 CM

15 CM

10 CM

15 CM

12.5 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

15 CM

7.5 CM

15 CM

10 CM

15 CM

10 CM

15.0 CM

10.0 CM

15 CM

10 CM

15.0 CM

23.0 CM


NAME OF WORK : B.E.- Kadhar Rd. To Siya L/RDesign Data :



== 7 x 1.898= 13.286



Taking CBR, 4.29 % & Traffic Curve "A"Total Pavement Thickness = 27.0 cmProvide Pavement Thickness(excluding P.M.C. thickness) = 27.0 cmSub base = 12.0 CmBase = 15 Cm

= GSB-I Layer (ii) = 5 Cm Consolidated = GSB-II



P(1+r)n

7(1+0.06)1+10



15 CM

10 CM

15.0 CM

12.0 CM


ANALYSIS OF RATES

Description Unit Quantity

1 201 Clearing and Grubbing Road Land

Taking output = 1 hectare(I) By Manual Means

(A) In area of non-thorny junglea) Labour

Mate day 6.00 84.00 504.00Mazdoor (Unskilled) day 150.00 80.00 12,000.00

b) MachineryTractor with trolley hour 1.00 234.00 234.00

c) Overhead Charges+Contractor’s profit @ 12.5 % on (a+b) 1,592.25Rate per hectare = a+b+c 14,330.25Or, Rate per Sqm 1.433025

Total 1.433025Say, Rs. 1.43

3.15 301.4 Compacting Original Ground(i) Compacting original ground supporting embankment

Unit = cumTaking output = 600 cuma) Labour

Mate day 0.08 84.00 6.72Mazdoor (Unskilled) day 2.00 80.00 160.00

b) MachineryTractor with ripper attachment hour 6.00 252.00 1,512.00Three wheel 80-100 kN Static Roller hour 7.50 297.00 2,227.50Water tanker 6 kl capacity hour 4.00 250.00 1,000.00

c) Material

Sr.No.

Reference to MORD Specification

s

Rate(Rs.)

Amount (Rs.)

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.

Unit = Sqm.

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical

Water kl 24.00 11.50 276.00d) Overheads +Contractor’s profit @ 12.5% on (a+b+c) 647.78Cost for 600 cum = a+b+c+d 5,830.00Rate per cum = (a+b+c+d)/600 9.72

Say, Rs 9.70

3.3 301.5 Construction of Embankment with Material Obtained from Roadway Cutting

(i)

Unit = cum

Taking output = 100 cum

a) Labour

Mate day 0.02 84.00 1.68

Mazdoor (Unskilled) day 0.50 80.00 40.00

b) Machinery

Dozer D-50 for spreading @ 200 cum per hour hour 0.50 1,423.00 711.50

Water tanker 6 kl capacity hour 2.00 250.00 500.00

Three wheel 80-100 kN Static Roller hour 1.25 297.00 371.25

c) Material

Water kl 12.00 11.50 138.00

d) Overheads+C.P. @ 12.5% on (a+b+c) 220.30

Rate for 100 cum = a+b+c+d 1,982.73

Rate per cum = (a+b+c+d)/100 19.83

Add Royalty for Earth @ Rs. 6.00/cum. 6.00

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(Excluding Motor Grader)

(A) Total 25.83

Add Rs. 1.00 on above for 100% compaction 1.00

(B) Total 26.83

Note:

3.5 302(ii) Excavation in Soil with Dozer with lead upto 100 m

Unit = cum


a) Labour

Mate day 0.08 84.00 6.72


b) Machinery

Dozer D-50 @ 50 cum per hour (cutting with pushing) hour 3.60 1,423.00 5,122.80

c) Overheads @ 12.5% on (a+b) 661.19

Cost for 180 cum = a+b+c 5,950.71

Rate per cum = (a+b+c)/180 33.06

Say, Rs. 33.10(A) For 97% compaction, add item No. 301.5(A)+302(ii) 58.93

Say, Rs. 58.90(B) For 100% compaction for shoulders, add item No. 301.5(B)+302(ii) 59.93

3.4 301.5 Construction of Embankment with Material Obtained from Borrow Pits Say, Rs. 59.90

In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment shall be deleted as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input of dozer for spreading is required to be provided.

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Unit = cum


a) Labour

Mate day 0.04 84.00 3.36


b) Machinery

Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour hour 1.67 840.00 1,402.80

Tipper 5.5 cum with 10 t capacity hour 4.50 200.00 900.00

Loading of earth as per item 1.1 (ii) cum 100.00 13.65 1,365.00

Unloading of earth as per item 1.1 (iv) cum 100.00 6.80 680.00

Dozer D-50 for spreading @ 200 cum per hour hour 0.50 1,423.00 711.50

Motor grader for grading @ 200 cum per hour hour 0.50 1,545.00 772.50


Three wheel 80-100 kN Static Roller @ 80 cum per hour hour 1.25 297.00 371.25

c) Material

Water kl 12.00 11.50 138.00

Total(a+b+c) 6,924.41

d) Overhead + C.P. @ 12.5 % (a+b+c) 865.55

Total(a+b+c+d) 7,789.96

Cost for 100 cum = a+b+c+d 7,789.96Cost per cum = (a+b+c+d/100 77.90

e) Royality for earth @ Rs. 6.00/ Cum. cum 1.00 6.00 6

Total Rate Per Cum. 83.90

Say, Rs. 83.90

4.7 405 Water Bound Macadam Sub-base/base

2) WBM Grading 2

(A) By Manual Means

Unit = cum


Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(FOR CARTED EARTH)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

a) Labour

Mate day 10.08 84.00 846.72

Mazdoor (Skilled) day 2.00 82.00 164.00

Mazdoor (Unskilled) day 250.00 80.00 20,000.00

b) Machinery

Three wheel 80-100 kN static roller @ 8 cum per hour hour 45.00 297.00 13,365.00

Water tanker 6 kl capacity hour 24.00 250.00 6,000.00

Water kl 144.00 11.50 1,656.00

c) Overheads + Contractor’s profit @ 12.5% on (a+b) 5,253.97

Cost for 360 cum = a+b+c+d+e 47,285.69

Rate per cum = (a+b+c)/360 131.35

3) WBM Grading 3

(A) By Manual MeansUnit = cumTaking output = 360 cuma) Labour

Mate day 10.08 84.00 846.72Mazdoor (Skilled) day 2.00 82.00 164.00Mazdoor (Unskilled) day 250.00 80.00 20,000.00

b) MachineryThree wheel 80-100 kN static roller @ 8 cum per hour hour 45.00 297.00 13,365.00Water tanker 6 kl capacity hour 24.00 250.00 6,000.00Water kl 144.00 11.50 1,656.00

c) Overheads + Contractor’s profit @ 12.5% on (a+b) 5,253.97Cost for 360 cum = a+b+c 47,285.69Rate per cum = (a+b+c)/360 131.35

4.18 412 Brick Soling

Unit = sqm

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Taking ouput = 150 sqm

(a) Labour

Mate day 0.52 84.00 43.68


Mason 1st Class day 3.00 150.00 450.00

(b) Machinery

Three wheel 80-100 kN static roller hour 1.00 297.00 297.00

Water tanker hour 1.00 250.00 250.00

(c) Material

Brick 1st Class No. 8,160.00 2.20 17,952.00

Brick 1st Class on edging No. 1,100.00 2.20 2,420.00

Fine Sand (10 cm thick) cum 15.00 410.00 6,150.00

Water kl 6.00 11.50 69.00

Total(a+b+c) 28,431.68

d) Overhead + C.P. @ 12.5 % (a+b+c) 3,553.96

Total(a+b+c+d) 31,985.64



Say, Rs. 213.20

4.19 413 Stone Set Pavement

Unit = sqm

Taking output = 360 sqm

(a) Labour

Mate day 2.16 84.00 181.44

Mazdoor (Unskilled) day 51.00 80.00 4,080.00

Mason 2nd class for laying sett stone and edge stone day 13.00 130.00 1,690.00

(b) Machinery

Three wheel 80-100 kN static roller hour 2.00 297.00 594.00

Providing and laying stone set pavement on prepared surface with sub-base 100 mm thick compacted Granular Sub-base as per Clause 401.4 and base 75 mm thick compacted water bound macadam grading 2 as per Clause 405.3. The 150 mm thick hammer desired stones are laid in the herring one or stretched bond pattern. The stones are compacted into the bedding sand of 40 mm over the WBM base bounded by edge stone using suitable compacting device. The gaps are filled with fine sand stone dust as per Technical Specification Clause 413.4


(c) Material

(1) Collection of fine sand

3.4x0.285x0.150x1.20 = 0.174 cum 0.174 410.00 71.34

(2) Coarse sand

96x3.35x0.04x1.20 = 15.437 cum cum 15.437 565.24 8,725.61(3) Collection of stone sett stone

Nos 5,168.00 40.00 206,720.00

(4) Collection of edge stone

Nos 464.00 100.00 46,400.00

(5) Water kl 6.00 11.50 69.00Total(a+b+c) 268,781.39

d) Overhead + C.P. @ 12.5 % (a+b+c) 33,597.67

Total(a+b+c+d) 302,379.06



Say, Rs. 839.90

5.1 502 Prime Coat

(ii) Low porosity

Unit = sqm


a) Labour

Mate day 0.04 84.00

Mazdoor (Unskilled) day 1.00 80.00

b) Machinery

Hydraulic broom @ 1250 sqm per hour hour 1.40 464.00

Air compressor 210 cfm hour 1.40 206.00

Bitumen emulsion pressure distributor @ 1750 sqm per hour hour 1.00 692.00

Water tanker 6 kl capacity 1 trip per hour hour 0.50 250.00

Water kl 3.00 11.50

Overheads + Contractor’s profit @ 12.5% on (a+b)

300 mmx200 mmx150 mm17x304 = 5168 nos.

450 mmx200 mmx350 mm2x232 = 464 nos.

Providing and applying primer 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.

c)

Cost of 1750 sqm = a+b+c

Rate per sqm = (a+b+c)/1750

5.2 503 Tack Coat

(i)

Unit = sqmTaking output = 1750 sqm

Labour Mate day 0.04 84.00Mazdoor (Unskilled) day 1.00 80.00

b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.40 464.00Air compressor 210 cfm hour 1.40 206.00Emulsion pressure distributor @1750 sqm per hour hour 1.00 692.00

c) Overheads + Contractor’s profit @ 12.5% on (a+b)Cost of 1750 sqm = a+b+cRate per sqm = (a+b+c)/1750

5.9 508

Case - I By Manual Means(I) Bitumen (S-90)

Unit = sqmTaking output = 500 sqm (10 cum)a) Labour

Mate day 1.08 84.00Mazdoor (Unskilled) day 21.00 80.00Mazdoor (Semi-Skilled) day 6.00 82.00MachineryMixall 6/10 t capacity hour 4.00 826.00Bitumen boiler oil fired 1000 litre capacity fitted with spray set hour 4.00 128.00Three wheel 80-100 kN static roller hour 2.00 297.00


5.12 510 Seal Coat

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

a)

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508.

b)

A. By Manual MeansCase - II : Type B(I) Bitumen (S-90)

Unit = sqmTaking output = 1250 sqm a) Labour

Mate day 0.85 84.00Mazdoor (Unskilled) day 15.00 80.00Mazdoor (Semi-Skilled) day 2.00 82.00

b) MachineryMixall 6/10 t capacity hour 2.50 826.00Three wheel 80-100 kN static roller hour 2.50 297.00Bitumen boiler oil fired 1000 litre capacity fitted with spray set hour 2.50 128.00


10.10 1700 Kilometre Stone

ii) Ordinary Kilometer Stone (Precast)Unit = eachTaking output = 14 Nos.a) M15 grade of concrete

As per item No.12.5 of Chapter 12 cum 3.77 3,075.92b) Steel reinforcement @ 5 kg per sqm

As per item No.12.6 of Chapter 12 kg 26.32 30.65c) Excavation in soil for foundation

As per item No.11.1 of Chapter 11 cum 2.77 75.02d) Painting two coats on concrete surface

As per item No.10.5 of Chapter 10 sqm 11.41 51.96e) lettering on km post (average 12 letters of 10 cm height each)

As per item No.10.1 of Chapter 10 1,680.00 0.33

Transportation and fixingf) Labour

Mate day 0.32 84.00Mason (1st Class) day 1.00 150.00Mazdoor (Unskilled) day 7.00 80.00

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

per cm high per

letter

g) Machinery50 HP Tractor with trolley hour 6.00 234.00

h) Overheads + Contractor’s profit @ 12.5% on (f+g)Total

Cost for 14 Nos. ordinary km stone = (a+b+c+d+e+f+g+h)Rate for each ordinary km stone = (a+b+c+d+e+f+g+h)/14

iii) 200 m stone (precast)Unit = eachTaking output = 33 Nos.a) M15 grade of concrete

As per item No.12.5 of Chapter 12 cum 1.58 3,075.92b) Steel reinforcement @ 5 kg per sqm

As per item No.12.6 of Chapter 12 kg 66.00 30.65c) Excavation in soil for foundation

As per item No.11.1 of Chapter 11 cum 1.39 75.02d) Painting two coats on concrete surface

As per item No.10.5 of Chapter 10 sqm 6.27 51.96e) lettering on km post (average 1 letter of 10 cm height each)

As per item No. 10.1 of Chapter 10 330.00 0.33

Transportation and fixingf) Labour

Mate day 0.34 84.00Mason (1st Class) day 1.50 150.00Mazdoor (Unskilled) day 7.00 80.00

g) Machinery50 HP Tractor with trolley hour 6.00 234.00

h) Overheads + Contractor’s profit @ 12.5% on (f+g)Total

Cost for 33 Nos. 200 m stone = (a+b+c+d+e+f+g+h)Rate for each 200 m stone = (a+b+c+d+e+f+g+h)/33

### 1700 Providing and Fixing 'Logo' of PMGSY Project

per cm per

litreetter

Taking out put = one typical board(i) Excavation for foundations

As per item No. 11.1 of Chapter 11 cum 0.252 75.020(ii) Cement Concrete M15 grade

As per item No. 11.4 of Chapter 11 cum 0.252 2,989.960(iii) Painting on MS Steel tubes with primer and two coats of epoxy paint

2x2.05x.30 = 1.231x1.10x188 = 0.21As per item no. 10.7 of Chapter 10 sqm 1.80 47.51

iv)Logo Border 60x4x5 = 1200 per cm height per letterFigure 60x10 = 600 per cm height per letterMiddle plate words 28x5 = 140 per cm height per letterBottom plate border 150x2x5 = 1500 per cm height per letterBottom plate border 60x2x5 = 600 per cm height per letterWords 101x2.5 = 252.5Words 80x3 = 240.00Total 4532.5 per cm height per letterAs per item No.10.1 of Chapter 10 4,532.50 0.33a) Labour (for fixing at site)

Mate day 0.03 84.00Mazdoor (Unskilled) day 0.75 80.00

b) Material2 nos. MS tubes 75mx75mm of 12 SWG sheet 2650 mm long kg 63.15 32.001 No. MS tube 47mm x 47mm of 12 SWG 1100 mm long kg 4.47 32.00Angle iron 50mm x 50mm x 5 mm for lugs kg 2.12 32.00

sqm 1.44 800.00

c) Machinery

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.

per cm height per

litre

1.6 mm thick MS sheet strengthened by 25mm x 5 MS flat iron on logo and middle plate angle iron 25mm x 25mm x 5mm on bottom plate painting with stove enameled paint on both sides as per MORD specifications Add 3% cost of MS tube and angle iron towards the cost of fabrications, drilling holes, nuts, bolts, etc.

Tractor with trolley hour 0.24 234.00Total

d) Overheads + Contractors profit @ 12.5% on (a+b+c)Total

Cost for one Board= (i+ii+iii+iv+a+b+c+d)### 300 Excavation for Structures

I. Ordinary soil(i) Upto 3 m depth

Unit = cumTaking output = 10 cuma) Labour

Mate day 0.32 84.00Mazdoor (Unskilled) day 8.00 80.00

b) Overheads + Contracotr’s profit @ 12.5% on (a)Total

Cost for 10 cum = a+bRate per cum = (a+b)/10

(ii) Cement Concrete M15 gradeII. P.C.C grade M 15

(i) Nominal mix (1:2.5:5)Unit = cuma) Material

Cement t 0.275 4,600.00Coarse sand cum 0.48 565.2440 mm aggregate cum 0.48 872.2420 mm aggregate cum 0.24 1,142.2410 mm aggregate cum 0.08 1,050.44

b) Labour Mate day 0.08 84.00Mason (1st Class0 day 0.10 150.00Mazdoor (Unskilled) day 1.63 80.00Bhisti day 0.27 84.00

c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 150.00

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

e) Overheads + Contractor’s profit @ 12.5% on (a+b+c+d)Total

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

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.

(iii) Painting on MS Steel tubes with primer and two coats of epoxy paint2x2.05x.30 = 1.231x1.10x188 = 0.21

Unit = sqmTaking output = 10 sqma) Labour

Mate day 0.25 84.00Painter (1st Class) day 0.60 135.00Mazdoor (Unskilled) day 0.40 80.00

b) MaterialEpoxy primer/Red-oxide litre 0.60 110.00Epoxy paint litre 1.25 140.00Add @ 1 per cent on cost of material for scaffolding wherever required

c) Overheads + Contractor’s profit @ 12.5% on (a+b)Total

Cost for 10 sqm = (a+b+c)Rate per sqm = (a+b+c)/10

iv)Logo Border 60x4x5 = 1200 per cm height per letterFigure 60x10 = 600 per cm height per letterMiddle plate words 28x5 = 140 per cm height per letterBottom plate border 150x2x5 = 1500 per cm height per letterBottom plate border 60x2x5 = 600 per cm height per letterWords 101x2.5 = 252.5Words 80x3 = 240.00Total 4532.5 per cm height per letter

ii) English and Roman

Unit = per cm height per lettera) Labour

MatePainter Ist classMazdoor

b) MaterialPaint

c) Overheads @ 10% on (a+b)d) Contractor’s profit @ 10% on (a+b+c)Cost for 1600 cm = a+b+c+dRate per cm height per letter = (a+b+c +d)/1600

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.

Printing new letter and figures of any shade with synthetic enamel paint black or any other

Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters

a) Labour (for fixing at site)Mate day 0.03 84.00Mazdoor (Unskilled) day 0.75 80.00

b) Material2 nos. MS tubes 75mx75mm of 12 SWG sheet 2650 mm long kg 63.15 32.001 No. MS tube 47mm x 47mm of 12 SWG 1100 mm long kg 4.47 32.00Angle iron 50mm x 50mm x 5 mm for lugs kg 2.12 40.00

sqm 1.44 800.00

c) MachineryTractor with trolley hour 0.24 234.00

d) Overhead charges + C.P. @ 12.5% on (a+b+c)Cost for one Board= (i+ii+iii+iv+a+b+c+d)

J.E. (R.E.S.) A.E. (R.E.S.) E.E. (R.E.S.)P.I.U. Farrukhabad P.I.U. Farrukhabad P.I.U. Farrukhabad

1.6 mm thick MS sheet strengthened by 25mm x 5 MS flat iron on logo and middle plate angle iron 25mm x 25mm x 5mm on bottom plate painting with stove enameled paint on both sides as per MORD specifications Add 3% cost of MS tube and angle iron towards the cost of fabrications, drilling holes, nuts, bolts, etc.

/Sqm

3.36

80.00

649.60

288.40

692.00

125.00

34.50

234.11

2,106.97

1.20

3.3680.00

649.60288.40692.00214.17

1,927.531.10

90.721,680.00

492.00

3,304.00512.00594.00834.09

7,506.8115.01

71.401,200.00

164.00

2,065.00742.50320.00570.36

5,133.264.11

11,596.22

806.71

207.81

592.86

554.40

26.88150.00560.00

1,404.00267.61

16,166.4916,166.49

1,154.75

4,859.95

2,022.90

104.28

325.79

108.90

28.56225.00560.00

1,404.00277.20

9,916.589,916.58

300.50

18.91

753.47

85.52

1,495.73

2.5260.00

2,020.80143.04

67.841,152.00

101.51

56.165,957.49

744.696,702.176,702.17

26.88640.00

83.36750.24750.24

75.02

1,265.00271.32418.68274.14

84.04

6.7215.00

130.4022.68

60.00101.92

331.242,981.122,981.12

21.0081.0032.00

66.00175.00

2.4147.18

424.59424.59

42.46

2.5260.00

2,020.80143.04

84.801,152.00

102.02

56.16452.67

10,629.16

P.I.U. Farrukhabad

1) Granular Sub-base with Well Graded Material (Table 400.1)

4.11 408

(i) For Grading I MaterialUnit = cumTaking output = 300 cum(a) Labour

Mate day 0.48 84.00 40.32Mazdoor (Skilled) day 2.00 82.00 164.00Mazdoor (Unskilled) day 10.00 80.00 800.00

(b) MachineryMotor grader 110 HP 50 cum per hour hour 6.00 1,545.00 9,270.00Three wheel 80-100 kN static roller @10 cum per hour hour 30.00 297.00 8,910.00Tractor with rotavator 25 cum per hour hour 12.00 234.00 2,808.00Water tanker 6 kl capacity hour 5.00 250.00 1,250.00

(c) Material

53 mm to 22.4 mm @ 45 per cent cum 135.00 939.46 126827.55

11.2 mm @ 25 per cent (10 - 16 mm) cum 75.00 848.44 63632.73

6 mm stone grit @ 25 per cent cum 75.00 875.44 65657.73

Coarse Sand @ 30 per cent cum 90.00 565.11 50859.90

Water kl 30.00 11.50 345.00

Total (a+b+c) 330,565.22(d) Overheads + C.P. @ 12.5% on (a+b+c) 41,320.65

Total (a+b+c+d) 371,885.87

Rate per cum = (a+b+c+d)/300 1,239.62

2)

4.7 405 Water Bound Macadam base

1) WBM Grading 2

Model Analysis at Fatehgarh

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Well graded granular sub-base material as per Table 400.1 (as per mix design)

(A) By Manual Means

Unit = cum


a) Material (Refer Tables 400.7, 8, 9 and 10)

Aggregate

cum 435.60 714.26 311,130.16

0 Stone Screening

cum 96.01 848.44 81,458.37

Binding Materialcum 28.80 627.86 18,082.27

Cost for 360 cum = 410,670.80

Material Rate per cum = 1,140.75Overhead + Contractor Profit @ 12.5% 142.59

b) Labour rate per cum. 131.35

Total(a+b)= 1,414.70

Say 1,414.70 /cum.2) WBM Grading 3

(A) By Manual Means

Unit = cum

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Table 400.8)

Grading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm

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

Binding Material @ 0.06 cum per 10 sqm for Grading 2 material (Quarry dust)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Table 400.8)


a) Material (Refer Tables 400.7, 8, 9 and 10)Aggregate

cum 435.60 939.46 409,230.23

Stone Screening

cum 86.40 848.44 73,304.90

Cost for 360 cum = 482,535.13

Rate per cum = 1,340.38

Overheads + Contractor Profit @ 12.5% 167.55b) Labour rate per cum. 131.35

Total(a+b)= 1,639.27Say 1,639.30 /cum.

3)

5.1 502 Prime Coat

(ii) Low porosity

Unit = sqm

Taking output = 1750 sqma) Material

Bitumen emulsion (SS-1) @0.70 kg per sqm 1.225 24,954.81 30,569.64Cost of 1750 sqm = 30,569.64Rate per sqm = 17.47

Add : Overhead Charges +C.P @ 12.5 % 2.18b) Labour rate per sqm. 1.20

Total(a+b)= 20.85Say 20.90 /sqm.

5.2 503 Tack Coat

Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm



(i)

Unit = sqmTaking output = 1750 sqma) Material

Bitumen emulsion (RS-1) @ 0.225 kg per sqm t 0.394 25,065.24 9,869.44Cost of 1750 sqm = 9,869.44Rate per sqm = 5.64

Add : Overhead Charges + C.P. @ 12.5 % 0.70b) Labour rate per sqm. 1.10


4)

5.9 508

Case - I By Manual Means

(I) Bitumen (S-90)

Unit = sqm

Taking output = 500 sqm (10 cum)

a) Material

Bitumen (S-90) @ 14.60 kg per 10 sqm t 0.73 25,186.12 18,385.87

cum 9.00 794.44 7,149.93

cum 4.50 848.44 3,817.96

Cost of 500 sqm = 29,353.76

Rate per sqm = 58.71

Add: Overhead Charges + C.P. @ 12.5 % 7.34




Crushed stone chipping, 22.4 mm to 11.2 mm @ 0.18 cum per 10 sqm (16 - 22.4 mm)

Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.09 cum per 10 sqm (10 - 16 mm)

b) Labour rate per sqm. 15.01

Total(a+b)= 81.06

Say 81.10 /sqm.

5.12 510 Seal Coat

A. By Manual MeansCase - II : Type B(I) Bitumen (S-90)

Unit = sqmTaking output = 1250 sqm a) Material

Bitumen (S-90) @ 6.80 kg per 10 sqm t 0.85 25,186.12 21,408.20cum 7.50 565.11 4,238.33

Cost of 1250 sqm = 25,646.53

Rate per sqm = 20.52Add : Overhead Charges + C.P. @ 12.5% 2.56b) Labour rate per sqm. 4.11




Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum per 10 sqm (Coarse Sand)

Granular Sub-base with Well Graded Material (Table 400.1)

4.11 408




(C) MaterialWater kl 30.00 11.50 345.00

Total (a+b+c) 23,719.32

(d) Overheads + C.P. @ 12.5% on (a+b+c) 2964.915

Total (a+b+c+d) 26,684.24

Rate per cum = (a+b+c+d)/300 88.94745Say Rs. 88.95




Name of Road : Hisampur To Jhijhuki L/R

4.11 408




(c) Material


11.2 mm @ 25 per cent (10 - 16 mm) cum 75.00 900.42 67531.40



Water kl 30.00 11.50 345.00

Total (a+b+c) 345,512.19(d) Overheads + C.P. @ 12.5% on (a+b+c) 43,189.02

Total (a+b+c+d) 388,701.21

Rate per cum = (a+b+c+d)/300 1,295.67




Well graded granular sub-base material as per Table 400.1(asPer Mix Design)


Name of Road :FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R

4.11 408




(c) Material


11.2 mm @ 25 per cent (10 - 16 mm) cum 75.00 889.02 66676.39



Water kl 30.00 11.50 345.00

Total (a+b+c) 342,263.15(d) Overheads + C.P.@ 12.5% on (a+b+c) 42,782.89

Total (a+b+c+d) 385,046.05

Rate per cum = (a+b+c+d)/300 1,283.49




Well graded granular sub-base material as per Table 400.1(asPer Mix Design)


RATE ANALYSIS

NAME OF WORK : Hisampur To Jhijhuki L/R

4.7 405 Water Bound Macadam base

1) WBM Grading 2

(A) By Manual Means

Unit = cum



Aggregate

cum 435.60 766.24 333,773.67

Stone Screening

cum 96.01 900.42 86,449.20


Cost for 360 cum = 439,802.23

Material Rate per cum = 1,221.67

Overheads + Contractor Profit @ 12.5% 152.71b) Labour rate per cum. 131.35

Total(a+b)= 1,505.73





Say 1,505.70 /cum.2) WBM Grading 3

(A) By Manual Means

Unit = cum



Aggregate

cum 435.60 991.45 431,873.73

Stone Screening

cum 86.40 900.42 77,796.17

Cost for 360 cum = 509,669.91


Overheads + Contractor Profit @ 12.5% 176.97

b) Labour rate per cum. 131.35Total(a+b)= 1,724.07

Say 1724.10 /cum.





RATE ANALYSIS


5.1 502 Prime Coat(ii) Low porosity

Unit = sqm


a) MaterialBitumen emulsion (SS-1) @ 0.7 kg per sqm t 1.225 25,111.61 30,761.73

Cost of 1750 sqm = 30,761.73Rate per sqm = 17.58Add: Overhead Charges + C.P. @ 12.5 % 2.20b) Labour rate per sqm. 1.20


5.2 503 Tack Coat(iii)


Bitumen emulsion (RS-1) @ 0.225 kg per sqm t 0.394 25,125.38 9,893.12Cost of 1750 sqm = 9,893.12Rate per sqm = 5.65Add: Overhead Charges + C.P. @ 12.5 % 0.71b) Labour rate per sqm. 1.10





RATE ANALYSIS


5.9 508


(I) Bitumen (S-90)

Unit = sqm

Taking output = 500 sqm (10 cum)a) Material (As per SP-20 Table 8.17)


cum 9.00 846.42 7,617.77

cum 4.50 900.42 4,051.88

Cost of 500 sqm = 30,099.29


Add: Overhead Charges + C.P.@ 12.5 %7.52

b) Labour rate per sqm. 15.01Total(a+b)= 82.74

Say 82.70 /sqm.


Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.



5.12 510 Seal Coat

A. By Manual Means

Case - II : Type B

(I) Bitumen (S-90)

Unit = sqm


a) Material


cum 7.50 565.11 4,238.33

Cost of 1250 sqm = 17,279.54


Add: Overhead Charges + C.P. @ 12.5 %1.73


Say 19.70 /sqm.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum per 10 sqm


RATE ANALYSIS

NAME OF WORK : FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R

4.7 405 Water Bound Macadam base1) WBM Grading 2

(A) By Manual Means

Unit = cum



Aggregate

cum 435.60 754.84 328,807.78

Stone Screening

cum 96.01 889.02 85,354.67


Cost for 360 cum = 433,413.49

Material Rate per cum = 1,203.93


b) Labour rate per cum. 131.35

Total(a+b)= 1,485.77





Say 1,485.80 /cum.

2) WBM Grading 3

(A) By Manual Means

Unit = cum



Aggregate

cum 435.60 980.05 426,907.84

Stone Screening

cum 86.40 889.02 76,811.20

Cost for 360 cum = 503,719.05



b) Labour rate per cum. 131.35Total(a+b)= 1,705.47

Say 1705.50 /cum.





RATE ANALYSIS


5.1 502 Prime Coat

(ii) Low porosity

Unit = sqm


a) MaterialBitumen emulsion (SS-1) @ 0.70 kg per sqm t 1.225 25,124.67 30,777.73

Cost of 1750 sqm = 30,777.73Rate per sqm = 17.59Add: Overhead Charges + C.P. @ 12.5 % 2.20b) Labour rate per sqm. 1.20


5.2 503 Tack Coat(iii


Bitumen emulsion (RS-1) @ 0.225 kg per sqm t 0.394 25,138.44 9,898.26Cost of 1750 sqm = 9,898.26Rate per sqm = 5.66Add: Overhead Charges + C.P. @ 12.5 % 0.71b) Labour rate per sqm. 1.10





RATE ANALYSIS


5.9 508


(I) Bitumen (S-90)

Unit = sqm

Taking output = 500 sqm (10 cum)

a) Material (As per SP-20 Table 8.17)


cum 9.00 835.02 7,515.17

cum 4.50 889.02 4,000.58

Cost of 500 sqm = 29,954.92


Add: Overhead Charges + C.P. @ 12.5 % 7.49b) Labour rate per sqm. 15.01

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.




5.12 510 Seal Coat

By Manual Means

Case - II : Type B

(I) Bitumen (S-90)

Unit = sqm


a) Material


cum 7.50 565.11 4,238.33

Cost of 1250 sqm = 25,708.59


Add: Overhead Charges + C.P. @ 12.5 %2.57


Say 27.20 /sqm.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

A.

Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum per 10 sqm

Hisampur To Jhijhuki L/R ( 2.10 Km.)

Details of Measurement / Abstract of Cost(For each Road Seperatly)

S.N

o.

Description of item (with brief specification L B D Quantity Unit Rate Amountand reference to book of specification) (m) (m) (m)

(Rs./Unit) (Rs.)

[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]DISTRICT-FARRUKHABADName of Road--Hisampur To Jhijhuki L/R ( 2.10 Km.)1 201 Clearing and Grubbing Road Land

2100.00 5.00 - 10500.00 Sqm. 1.43 15015.00

2 301.5

As Per Sheet Attached 17659.88 Cum. 58.90 1040166.93

3

2100.00 - - 0.00 No. 0.00 0.00

Name of Road--Hisampur To Jhijhuki L/R ( 2.10 Km.)4 301.5


5 303.1 Construction of Subgrade and Earthen Shoulders

Reference to

MORD Specifications


Construction of Embankment with Material Obtained from Borrow Pits

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per Technical Specification Clause 301.5(FOR LOCAL EARTH).

Providing and fixing of level pillar (35mm x 350mm x 1500mm) at the interval of 50m both side of the road made of M-150 brick masonry with cement(43 grade,O.P.C.,I.S.8112) and sand(Course Modulus- 2.50) in proportion of 1:3 mortor, of required height and including its 1:6 cement, sand, mortor plastering, white washing and marking different chainages and levels in different colour including supply of all materials, labour, T&P etc,required for proper completion of work .

Construction of Embankment with Material Obtained from Borrow Pits



4200.00 2.48 0.25 2598.75 Cum. 59.90 155665.13

6 408

Cum. 1295.67 685280.23

7

1900.00 3.3 0.05 313.50 Cum. 1295.67 406192.76

8 405 Water Bound Macadam Sub-base/base

WBM Grading 2

1900.00 3.0 0.075 427.50 Cum. 1505.70 643686.75

Name of Road--Hisampur To Jhijhuki L/R ( 2.10 Km.)WBM Grading 3

1900.00 3.0 0.075 427.50 Cum 1724.10 737052.75

9 502 Prime Coat

Low porosity

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 50 m as per Technical Specification Clause 303.1. 2x2100.00=4200.00

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method.

Construction of granular sub-base in Ist Layer by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

1900.00 200.00

3.30 3.00

0.070 0.150

438.90 90.00

528.90

Construction of granular sub-base in IInd Layer by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.




1900.00 3.0 - 5700.00 Sqm. 21.00 119700.00

10 503 Tack Coat

1900.00 3.0 - 5700.00 Sqm. 7.50 42750.00

Name of Road--Hisampur To Jhijhuki L/R ( 2.10 Km.)11 508

1900.00 3.0 - 5700.00 Sqm. 82.70 471390.00

12 510 Seal Coat

1900.00 3.0 - 5700.00 Sqm. 19.70 112290.00

13 412

4200.00 0.30 - 1260.00 Sqm. 213.20 268632.00

14

2x200 - - 400.00 m. 718.80 287520.00

15 1700 Kilometre Stone(a)

3 - - 3.00 No. 1154.75 3464.25

Name of Road--Hisampur To Jhijhuki L/R ( 2.10 Km.)200m Stone






Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross section shown in the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 50-100 kN as per Technical Specification Clause 412 (Brick edge soling on both sides of roadway)

Construction of "KC" drain in village portion of the road with 10 cm. 1:3:6 cement-coarse sand and 40 mm stone ballast base concrete & 1:3 cement sand mortar in brick work including all as directed by Engineer-in-charge.


Hisampur To Jhijhuki L/R ( 2.10 Km.)(b)

8 - - 8.00 No. 300.50 2404.02

16 1700

2 - - 2.00 No. 8493.00 16986.00

172 No. - - 2.00 No. 11051.80 22103.60

180 No. - 0.00 No. 22103.60 0.00

19

1 No. - - 1.00 No. 6926.10 6926.10

205x50 0.6 - 150.00 Sqm. 588.40 88260.00

21 Survey investigation and preparation of DPR 2100.00 2.10 Km 10000.00 21000.0022

200 3.0 0.17 102.00 Cum 3615.29 368759.58

Total 5048276.86 Say Rs. LAC. 50.48

Conctruction Of Culvert1 1x1000mm dia Hume Pipe 3 - - 3 No. 0.99 2.97

NET TOTAL 53.45

Reinforced cement concrete M15 grade 200m stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and Fixing 'Logo' of PMGSY Project : Providing and fixing of typical PMGSY/CITIZEN informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Construction of Ramps 15m. Long with BOE soling on embankment compacted to 97% Proctor density including material, labour, T&P etc.(As per detail estimate) B=(7.5+3.5)/2

Construction of Junction with 15m Long 2 Ramps with BOE soling on embankment compacted to 97% Proctor density including material, labour, T&P etc.(As per detail estimate) B=(7.5+3.5)/3

Construction of Stacking Platform with BOE soling on embankment compacted to 97% Proctor density including material, labour, T&P etc.(As per detail estimate) Size=10mx3mx0.3m

Mechanical widening of the road at the curves with pavement from earthwork level to flexible PMC (with seal coat) to 50m. Length.

Cement Concrete with 2 cm gauge stone grit instead of 4 cm gauge stone ballast, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour Tools & Plants etc required for proper completion of work as per SI No. 279(A) of UPPWD. (Over G-2 & G-3 layer of 7.5 cm each in village portion.)





0.15015

10.40


1.5566513

6.8528023

4.0619276

6.4368675

7.3705275


1.197 200

0.4275

4.7139

1.1229

2.68632

2.88


8.17

FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)


S.N

o.

Description of item (with brief specification L B D Quantity Unit Rate and reference to book of specification) (m) (m) (m)

(Rs./Unit)

[1] [2] [3] [4] [5] [6] [7] [8] [9]DISTRICT-FARRUKHABADName of Road--FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)1 201 Clearing and Grubbing Road Land

3330.00 5.00 - 16650.00 Sqm. 1.43

2 301.5 Construction of Embankment with Material Obtained from Borrow Pits

As Per Sheet Attached 28396.48 Cum. 58.90

3

3330.00 - - 0.00 No. 0.00

Name of Road--B.E. Rd. to Gazipur L/R ( 1.62 Km.)4 301.5 Construction of Embankment with Material Obtained from Borrow Pits

As Per Sheet Attached 0.00 Cum. 0.00


Reference to

MORD Specifications






6

6660.00 2.48 0.25 4120.88 Cum. 59.90

7 408

8

3330.00 3.3 0.13 1428.57 Cum. 1283.49

9

3330.00 3.3 0.1 1098.90 Cum. 1283.49

Name of Road--FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)8 405 Water Bound Macadam Sub-base/base

WBM Grading 2

3330.00 3.0 0.075 749.25 Cum. 1485.80

WBM Grading 3

3330.00 3.0 0.075 749.25 Cum 1705.50

9 502 Prime Coat

Low porosity

3330.00 3.0 - 9990.00 Sqm. 21.00

10 503 Tack Coat









3330.00 3.0 - 9990.00 Sqm. 7.50

Name of Road--FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)11 508

3330.00 3.0 - 9990.00 Sqm. 82.40

12 510 Seal Coat

3330.00 3.0 - 9990.00 Sqm. 27.20

13 412

6660.00 0.30 - 1998.00 Sqm. 213.20

140 - - 0.00 m. 718.80


5 - - 5.00 No. 1154.75

Name of Road--FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)200m Stone

(b)13 - - 13.00 No. 300.50










16 1700

2 - - 2.00 No. 8493.00

1711 No. - - 11.00 No. 11051.80

18 0 No. - 0.00 No. 22103.60

191 No. - - 1.00 No. 6926.10

20 18x50 0.6 - 540.00 Sqm. 588.40

21 Survey investigation and preparation of DPR 3330.00 3.33 Km 10000.00Total

Say Rs.LAC.Conctruction Of Culvert

1 1x350mm dia Hume Pipe(Gul Cul) 1 - - 1 No. 0.1191x1000mm dia Hume Pipe 3 - - 3 No. 0.992x1000mm dia Hume Pipe 2 - - 2 No. 1.481x3m Span R.C.C. Cul. 1 - - 1 No. 6.593x5m(2Span) R.C.C.Box Cul. 1 - - 1 No. 11.39

8 - - 8Say Rs.LAC.










Amount

(Rs.)

[10]

23809.50

0.238095

1672552.67

0.00

0.00

16.73


193681.36

1.9368136

1833550.78

18.335508

1410423.67

14.104237

1113235.65

11.132356

1277845.88

12.778459

209790.00

2.0979


74925.00

0.74925

823176.00

8.23176

271728.002.71728

425973.60

4.259736

0.000.00

5773.74

3906.53


16986.00

121569.80

0.00

6926.10

317736.00

33300.00 5.069836890.28

98.37

0.1192.972.966.59

11.3924.029122.40

P.I.U. Farrukhabad


S.N

o.

Description of item (with brief specification L B D Quantity Unit Rate Amountand reference to book of specification) (m) (m) (m)

(Rs./Unit) (Rs.)

[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]DISTRICT-FARRUKHABADName of Road--FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)1 201 Clearing and Grubbing Road Land

3330.00 5.00 - 16650.00 Sqm. 1.43 23809.50

2 301.5 Construction of Embankment with Material Obtained from Borrow Pits


3

3330.00 - - 0.00 No. 0.00 0.00

Name of Road--B.E. Rd. to Gazipur L/R ( 1.62 Km.)4 301.5 Construction of Embankment with Material Obtained from Borrow Pits



Reference to

MORD Specifications





6

6660.00 2.48 0.25 4120.88 Cum. 59.90 193681.36

7 408

8

3330.00 3.3 0.13 1428.57 Cum. 1283.49 1833550.78

9

3330.00 3.3 0.1 1098.90 Cum. 1283.49 1410423.67

Name of Road--FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)8 405 Water Bound Macadam Sub-base/base

WBM Grading 2

3330.00 3.0 0.075 749.25 Cum. 1485.80 1113235.65

WBM Grading 3

3330.00 3.0 0.075 749.25 Cum 1705.50 1277845.88

9 502 Prime Coat

Low porosity

3330.00 3.0 - 9990.00 Sqm. 21.00 209790.00

10 503 Tack Coat








3330.00 3.0 - 9990.00 Sqm. 7.50 74925.00

Name of Road--FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)11 508

3330.00 3.0 - 9990.00 Sqm. 82.40 823176.00

12 510 Seal Coat

3330.00 3.0 - 9990.00 Sqm. 27.20 271728.00

13 412

6660.00 0.30 - 1998.00 Sqm. 213.20 425973.60

140 - - 0.00 m. 718.80 0.00


5 - - 5.00 No. 1154.75 5773.74

Name of Road--FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R ( 3.33Km.)200m Stone

(b)13 - - 13.00 No. 300.50 3906.53









16 1700

2 - - 2.00 No. 8493.00 16986.00

1711 No. - - 11.00 No. 11051.80 121569.80

18 0 No. - 0.00 No. 22103.60 0.00

191 No. - - 1.00 No. 6926.10 6926.10

20 18x50 0.6 - 540.00 Sqm. 588.40 317736.00

21 Survey investigation and preparation of DPR 3330.00 3.33 Km 10000.00 33300.00Total 9836890.28

Say Rs.LAC. 98.37Conctruction Of Culvert

1 1x350mm dia Hume Pipe(Gul Cul) 1 - - 1 No. 0.119 0.1191x1000mm dia Hume Pipe 3 - - 3 No. 0.99 2.972x1000mm dia Hume Pipe 2 - - 2 No. 1.48 2.961x3m Span R.C.C. Cul. 1 - - 1 No. 6.59 6.592x5mSpan R.C.C. Cul. 1 - - 1 No. 13.93 13.93

8 - - 8 26.569Say Rs.LAC. 124.94








0.238095

16.73

1.9368136

18.335508

14.104237

11.132356

12.778459

2.0979

0.74925

8.23176

2.71728

4.259736

0.00

5.06

SR

No.

Description of item (with brief specification L B D Quantity Unit Rate Amountand reference to book of specification) (m) (m) (m) (Rs./Unit) (Rs.)

1 2 3 4 5 6 7 8 91

1.00 1.00 - 1.00 Sqm. 1.43 1.43

2

1.00 1.00 0.50 0.50 Cum. 75.02 37.51

3

1.00 1.00 0.10 0.100 Cum. 2993.76 299.38

4

1. Bed 1.00 0.23 0.11 0.0252. Vertical Side 1.00 0.11 0.34 0.0373. Side Near Road 1.00 0.66 0.11 0.073

Total 0.135 Cum. 2244.31 303.665

1.00 1.00 _ 1.00 Sqm. 78.28 78.28

Total 718.82Cost per running meter. Say, Rs. 718.80

Per mtere



Estimate of KC Drain

Clearing and grubbing of road land including uprooting vegetation grass,bush shrubs and trees of girth up to 300 mm and removal of unserviceable materials up to 100 m.from road boundry including all labour T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, contruction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m., dressing of sides and bottom and backfilling in trenches with excavated suitable material for foundation of retaining walls as per SOR item no. 11.1.1.(i)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. as per SOR item no. 11.4.1.(ii) P.C.C. grade M 10 (Nominal mix 1:3:6, Hand mixing).

Brick masonary work in cement mortor 1:4 (C/S) in substructure complete exluding pointing and plastering, as per drawing and technical specification Clause 602,603, 604, 1202 & 1204. as per SOR no. 12.1 (ii)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 as per SOR item no. 12.3

ENVIRONMENTAL ASPECTS

1 Major climatic phenomenona Rainfall 1027.30mm (Avg.)b Temprature 8 Degree - 42 Degreec Humidity Moderate

2 Utilization of alternative material.a Characteristics and availability of alternative material : Not available

3 Design Modification, if any for minimizing material requirementa Reduction in formation width : Nilb Restriction of embankment height to 0.3 to 0.5 m : 0.60 Mtr (Min.)c

Not available within 100 Kms. d

4 Site Preparationab

c

5 Sources of water for Construction in water scarce area Water is AvailableHydrological studies viz.

* Catchment area and ground pattern : Studied* Cross-Section : Enclosed* Maximum Highest Flood Level : Marked* Longitudinal Section : Yes* Flow direction and velocity : Marked

6 Location of Silt Fencinga

78 Measures of Slope Stabilization Yes

9 Measures of Erosion Control : Yes10 Conservation of Topsoil

ab Area requirement for topsoil conservation : N.A.c

11

Use of flyash or other alternative material as per Ecop 4.0 "Alternative Material" : N.A.

Reutilizing construction waste as per Table 10-2 ECoP 10.0 Waste Management : N.A.

Stake out the alignment by establishment working benchmarks on ground : YesTake over the possesion of the proposed ROW : MOU's for additional land from land owner

have been signed.Obtaining required clearness from government agencies : Yes

Natural Drainage or any other water body near the construction site : Not applicable

Rehabiliation of water bodies : No water bodies near the alignment of ROW

Extent of loss of top soil : No

Inclusion fo conservation of topsoil in Bid Document : N.A.Impact on Culture Property/ Common property Resources : Not applicable

a Identification of locally significant cultural properties should be done.b Assesment of likely impacts on each clultural property due to project implementationc Possible measures for avoidance :

(I) Identification of alternative routes(ii) Relocation of Culture property in consultation with the local community

12LAYOUT OF CONSTRUCTION CAMPS

1 Identification of site for construction camp to be done by the contractor.2 Preparation of detailed layout plan as per Annexure 3.1 of ECoP 3.0 Construction Camp

List of Licensed Quarry1

abc

2

a

b Inclusion of exhaust quarry redevelopment plan in bid document.ESTIMATE OF WATER REQUIREMENT :IDENTIFICATION OF POTENTIAL SOURCES OF WATER

1

LOCATION OF WASTE DISPOSAL : N.A.

1

LOCATION OF DISPOSAL SITE OF TOXIC WASTE : N.A.OUTFALLS OF LOCATION FOR LONGITUDINAL DRAINS : Not Required

1 Outfall should be at such level that there would be no back flow.2 Incase of outfall is in natural stream, measures shall be taken to prevent sediment into the stream.

LOCATION OF HIGH EMBANKMENT & PROVISION OF LINED CHANNEL DRAINS : Not Required

1

PROVISION OF PERSONAL PLANT EQUIPMENT : Clause included in Bid document.

1

PROVISION OF DPR FOR SAFETY AND HEALTH : Included in Bid Document

1

2 Safety Concerns to Roads User during Operational Phase

a

b

Location of Natural Habitats : Not applicable

Within the district to adjoining with respect to : NoQuantity of material; available in quarries : Fatehpur Sikari, Haldwani & JhansiLead from various existing quarries : 218, 221 & 265 Kms respectivelyAdequancy of material for the project in these quarries : Yes

Incase of non-availability of existing quarries : N.A.

Opening of new quarry in accordance to Mines and Mineral (Development & Regulation) Act 1957.

Prior to commencement of extraction of water Letter of Consent (LoC) as per Annexure 8-1 of Ecop shall be obtained.

Waste Land, Low Lying areas and Landfill Sites after obtaining No Objection Certificate NoC) as per Annexure 10 - 1 of ECoP

To drain surface run off and prevent erosion from the slope, lined channels as per IRC SP-20 : 2002 shall be designed.

Section 4 Part-I General Condition of Contract Specified in Standard Bidding Document for Pradhan Mantri Gram Sadak Yozana (PMGSY)

Selection Criteria for setting up Construction Camps (as per ECoP 3.0 "Construction Camps" Borrow Areas (as per ECoP 5.0, "Borrow Area") and in case of opening new quarry areas (as per ECoP-7.0, "Quarry Areas")

Selection and location of regulatory as well as informatory signs as per IRC : 67:2001 depending upon the geometry of the road : IncludedIncase of hill roads, provision of passing places and parapet wall should be included in road design : Not applicable

TREE PLANTATION PROVISION

1

2 The plan may be in the form of avenue trees or cluster plantation.

3

4

5

INDENTIFY LOCATIONS SUSCEPTIBLE TO INDUCED DEVEPLOPMENT

1a Lands within 50 m of junctions.b Agricultural lands within 100 m of settlements.

c

ROLES AND RESPONSIBILITIES OF VILLAGE PANCHAYATS IN REGULATING DEVELOPMENT

1

2

3

a

b Provide parking areas if necessary and clearly delineating the parking areas from the roadc Providing a good visibility on the approaches to the market aread These sites should not be within 150 m of the access or egress points of a major juction.

e

4 Appropriate measures toward the removal of encroachments onto the public land to be takenENVIRONMENTAL AUDIT AS PER CHECKLIST OF DPR PREPARATIONDETAILED INVENTORY OF NATURAL ENVIRONMENTAL FEATURES

123456

Preparation of road side landscape plan in accordance with IRC : SP 21-1979 and IRC : 66-1976 : No

provision made in the DPR.

The plantation shall be carried out on the areas where water can be made available during dry seasons and the plant can be made available during dry seasons and the plant can be protected during the initial stages of their growth.

The species shall be identified in consultants with officials of forest department, giving due importance to local flora.

A MoU shall be signed between the Gram Panchayat and PIU towards maintenance of the trees, and empowering the PRI's to be entitled the any revenue generated out these trees.

Location vulnerable to induced development : In such location the Panchayat has committed not to allow building construction acitivity.

Stretches within 100 m of templates, weekely fairs and locations of community mass gatherings.

The Gram panchayat shall lay down restrictions on building activities along the rural roads : Gram Panchayat will enforce restriction on building activity within 15 m on either side of road.

Development of Residential sites Outside Existing Settlement : Not Required

Regulating the development by : The panchayat would be assigned on the following points :

Restriction of planning the activity to one side of the road to minimise pedestrians crossing the road

The commercial areas should be preferably planned lateral to the road than in parallel direction :

Area of natural habitat : NILType of number of endangered species of flora and fauna : NILStream and water bodies : NILBreeding ground and seasons : NILMigration season of bird species : NILAnimal crossing : Provided

E.EPIU, PMGSY

RES, FARRUKHABAD

Estimate for Mechanical Widening at the CurvesDistrict : FarrukhabadDivision : PIU Farrukhabad (U.P.)

SI.

No

SR

No

.Description of item (with brief specification L B D Quantity Unit Rate Amountand reference to book of specification) (m) (m) (m) (Rs./Unit) (Rs.)

[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]1

1.00 1.00 - 1.00 Sqm. 1.43 1.43

2

1.0mx1.0mx0.6m 0.60 Cum. 58.90 35.34

3

1.00 1.0 0.075 0.08 Cum. 1239.62 92.97

4

1.00 1.0 0.075 0.08 Cum. 1239.62 92.97

MO

RT

& H

S.

No

. 2

01

Clearing and grubbing of road land including uprooting vegetation grass,bush shrubs and trees of girth up to 300 mm and removal of unserviceable materials up to 100 m.from road boundry including all labour T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

MO

RT

& H

Sp

eci

fica

tion

N0

30

1,3

05

Earthwork in embankment mechanically compacted to 97% of maximum dry density/proctor density in ordinary soil. Excavation to be in the form of regular pits not exceeding 0.5 m. in depth and earth work in embankment to be in 20 cm.layers, watering the earth to bring it to required optimum moisture content, compacting with Roller 8 to 10 tonnes ramming and dressing the surface to required level and slope and also including 1.5m lift and lead 30m. The earth from cutting is to be used in making embankment or to be stacked as spoil banks within 30m distance as directed by the Engineer-in-charge including cost of level pillar at the interval of 50m both side of the road made of M-100 brick masonry with cement(43 grade,O.P.C.,I.S.8112) and sand(Fineness Modulus- 1.25) in proportion of 1:6 mortor, of required height and including its plastering, white washing and marking different chainages and levels in different colour including supply of all materials, labour, T&P etc,required for proper completion of work .

MO

RT

& H

Sp.

No.

-40

1 Construction of granular sub-base (Ist Layer) by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.

MO

RT

& H

Sp.

No.

-401 Construction of granular sub-base (IInd Layer) by providing local material

spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.

5

1.00 1.0 0.075 0.08 Cum. 1414.70 106.10

6

1.00 1.0 0.075 0.08 Cum 1639.30 122.95

7

1.0 1.0 - 1.00 Sqm. 20.90 20.90

8

1.0 1.0 - 1.00 Sqm. 7.40 7.40

9

1.0 1.0 - 1.00 Sqm. 81.10 81.10

101.0 1.0 - 1.00 Sqm. 27.20 27.20

Total Cost of Pavement = 588.36Say, PerSqm 588.40




MO

RT

& H

Sp

.No

.-5

02

an

d 5

03

.3.1


MO

RT

& H

S

p.

No

.-5

03


U.P

. L.N

.V. S

I No.

-78

4 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508.

MO

RT

& H

sp

.No

.-5

13


Estimate for Mechanical Widening at H.P. CulvertsDistrict : FarrukhabadDivision : PIU Farrukhabad (U.P.)

SI.

No

SR

No

.Description of item (with brief specification L B D Quantity Unit Rate Amountand reference to book of specification) (m) (m) (m) (Rs./Unit) (Rs.)

[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]1

3.50 1.5 0.075 0.39 Cum. 1239.62 488.10

2

3.50 1.5 0.075 0.39 Cum. 1239.62 488.10

3

3.50 1.5 0.075 0.39 Cum. 1414.70 557.04

4

3.50 1.5 0.075 0.39 Cum 1639.30 645.47

53.5 1.5 - 5.25 Sqm. 20.90 109.73

6

3.5 1.5 - 5.25 Sqm. 7.40 38.85

7

3.5 1.5 - 5.25 Sqm. 81.10 425.78

83.5 1.5 - 5.25 Sqm. 27.20 142.80

Total Cost of Pavement =2895.86Cost of Pavement per S 551.59

MO

RT

& H

Sp.

No.

-40

1

Construction of granular sub-base (Ist Layer) by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.

MO

RT

& H

Sp.

No.

-40

1

Construction of granular sub-base (IInd Layer) by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.



MO

RT

& H

S

p.N

o.-5

02 a

nd 5

03.3

.1


MO

RT

& H

Sp.

No.

-503 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion

distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

U.P

. L.N

.V.

SI N

o.-

784 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed

of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508.

MO

RT

& H

sp.

No.

-513 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

Say, Rs.Per Sq 551.60J.E.(R.E.S.) A.E. (R.E.S.) E.E. (R.E.S.)

Construction of retaining wall/toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5/1604.

SI.

No

SR

No

.

Description of item (with brief specification L B D Quantity Unit Rate Amountand reference to book of specification) (m) (m) (m) (Rs./Unit) (Rs.)

[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]1

1.00 0.90 0.75 0.675 Cum. 75.02 50.64

21.00 0.90 0.15 0.135 Cum. 3116.52 420.73

3

(i) Step first. 1.00 0.90 0.10 0.090(ii) Step second. 1.00 0.80 0.10 0.080(iii) Step Third 1.00 0.70 0.10 0.070

Total 0.24 Cum. 2198.27 527.584

1.00 1.80 0.86 Cum. 2244.31 1918.89

51.00 - 1.50 1.50 Sqm. 23.17 34.76

61.00 - - 1.00 m. 218.70 218.70

7

3 Nos. 3.00 No. 215.08 645.24

Total 3816.53Cost per running mete Say, Rs. 3816.50

Per mtere

J.E.(R.E.S.) A.E. (R.E.S.) E.E. (R.E.S.)

Estimate for Protection Work

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, contruction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m., dressing of sides and bottom and backfilling in trenches with excavated suitable material for foundation of retaining walls as per SOR item no. 11.1.1.(i)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. as per SOR item no. 11.4.1.(ii) P.C.C. grade M 10 (Nominal mix 1:3:6, Hand mixing).

Brick masonary work in cement mortar(1:4 C/S) in foundation complete excepting pointing and plastering as per drawing and technical specifications Clause 600, 1202 & 1203 as per SOR item no. 11.5 (ii)

Brick masonary work in cement mortor 1:4 (C/S) in substructure complete exluding pointing and plastering, as per drawing and technical specification Clause 602,603, 604, 1202 & 1204. as per SOR no. 12.1 (ii)

(0.6+0.35)/2

Pointing with cement mortor (1:3 C/S) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 on outer face above ground level as per SOR item no. 12.2

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specicification Clauses 615, 710 and 1204.3.11 as per SOR item no. 12.13

Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.7 as per SOR item no. 12.9

P.I.U.Farrkhabad P.I.U. Farrukhabad P.I.U. Farrukhabad

WORLD BANK FUNDED PROJECTS (2005-06)DETAILED ESTIMATE FOR RAMPS


Sl.No. Description of Item Quantity Unit

1 2 3 4 5 6 7 8 9

1 15.00 5.50 0.30 24.75 Cum. 58.90 1457.77

2 15 3 0 45.00 Sqm. 213.20 9594.00

Total 11051.78Say 11051.80


L (m)

B (m)

D (m)

Rate (Rs.)

Amount (Rs.)

(2) Earth work in embankment mechanically compacted to 95 % proctor density in ordinary soil excavation to the in form of regular pit not exceeding 0.50 Mt in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.50mt lift & 30 Mt lead. The earth work from cutting to be used in making embankment are to deposited as spoil bank with in 30 Mt. distance as directed by engineer incharge including supply of labour T& P and roller etc. required for proper completion of work as per M.O.T. specification no. 301:2:1 (U.P.L.M.V. schedule of rate for NH page no. 12)


WORLD BANK FUNDED PROJECTS (2005-06)

DETAILED ESTIMATE FOR JUNCTIONDistrict : Farrukhabad

Sl.No. Description of Item Quantity Unit

1 2 3 4 5 6 7 8 9

1 30.00 5.50 0.30 49.50 Cum. 58.90 2915.55

2 30 3 0 90.00 Sqm. 213.20 19188.00

Total 22103.55Say 22103.60


L (m)

B (m)

D (m)

Rate (Rs.)

Amount (Rs.)

Earth work in embankment mechanically compacted to 95 % proctor density in ordinary soil excavation to the in form of regular pit not exceeding 0.50 Mt in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.50mt lift & 30 Mt lead. The earth work from cutting to be used in making embankment are to deposited as spoil bank with in 30 Mt. distance as directed by engineer incharge including supply of labour T& P and roller etc. required for proper completion of work as per M.O.T. specification no. 301:2:1 (U.P.L.M.V. schedule of rate for NH page no. 12)



WORLD BANK FUNDED PROJECTS (2005-06)

DETAILED ESTIMATE OF MATERIAL STACKING PLATFORMRoad From : Package No. :Length of the Road (Km.) : Block : District : Farrukhabad

Sl.No. Description of Item L (m) Unit Quantity

1 2 3 4 5 6 7 8 9

1 10.00 3.00 0.30 9.00 Cum. 58.90 530.10

2 10 3 0 30.00 Sqm. 213.20 6396.00

Total 6926.10Say, Rs. 6926.10


B (m)

D (m)

Rate (Rs.)

Amount (Rs.)

Earth work in embankment mechanically compacted to 95 % proctor density in ordinary soil excavation to the in form of regular pit not exceeding 0.50 Mt in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.50mt lift & 30 Mt lead. The earth work from cutting to be used in making embankment are to deposited as spoil bank with in 30 Mt. distance as directed by engineer incharge including supply of labour T& P and roller etc. required for proper completion of work as per M.O.T. specification no. 301:2:1 (U.P.L.M.V. schedule of rate for NH page no. 12)



WORLD BANK FUNDED PROJECTS (2005-06)DETAILS OF CURVES

Name of work : B.E. Mohammadabad Achra Taqipur Rd. To Nagla Moti L/RLength of the Road (Km.) : 2.40 District : Farrukhabad

S.No. Chainage(In Mtr.) (In Deg.) Rc. (Mtr.) Deg. V (km/h) e Lc. ( Mtr.) Ts (In Mtr.) Es (In Mtr.) Ls (In Mtr.) Remarks

1 600 30 L/S 200 50.00 0.055 104.66 40.27 6.39 60 -

Total No. of Curves = 01

Road From : Hisampur To Jhijhuki L/RLength of the Road (Km.) : 2.10


1 200 80 R/S 60 30.74 0.07 83.78 50.37 18.33 10.61

2 900 80 L/S 60 30.74 0.07 83.78 50.37 18.33 10.61

3 1800 80 L/S 60 30.74 0.07 83.78 50.37 18.33 10.61

4 1950 80 R/S 60 30.74 0.07 83.78 50.37 18.33 10.61

5 2050 80 L/S 60 30.74 0.07 83.78 50.37 18.33 10.61Total No. of Curves = 05

Name of Road : FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur Length of the Road (Km.) : 3.33


1 1020 50 L/S 175 40.00 0.041 152.63 67.12 10.65 60

2 1125 50 R/S 175 40.00 0.041 152.63 67.12 10.65 60

3 1420 80 L/S 60 30.74 0.07 83.78 50.37 18.33 10.61

4 1455 50 R/S 175 40.00 0.041 152.63 67.12 10.65 60

5 1600 80 L/S 60 30.74 0.07 83.78 50.37 18.33 10.61

6 1710 80 R/S 60 30.74 0.07 83.78 50.37 18.33 10.61

7 2010 30 R/S 200 50.00 0.055 104.66 40.27 6.39 60

8 2040 80 R/S 60 30.74 0.07 83.78 50.37 18.33 10.61

9 2220 80 L/S 60 30.74 0.07 83.78 50.37 18.33 10.61

10 2355 50 L/S 175 40.00 0.041 152.63 67.12 10.65 60

11 2410 80 R/S 60 30.74 0.07 83.78 50.37 18.33 10.61

12 2520 50 L/S 175 40.00 0.041 152.63 67.12 10.65 60

13 2610 50 L/S 175 40.00 0.041 152.63 67.12 10.65 60

14 2685 80 R/S 60 30.74 0.07 83.78 50.37 18.33 10.61

15 3030 50 R/S 175 40.00 0.041 152.63 67.12 10.65 60

Only Circular Curve is taken due to Land Constraint. Here Ls = Straight Elevated Length

Only Circular Curve is taken due to Land Constraint. Here Ls = Straight Elevated Length

Total No. of Curves = 15WORLD BANK FUNDED PROJECTS (2005-06)

DETAILS OF CURVES

Name of Road : FKD. B.E.- Kadhar Rd. To Siya L/RLength of the Road (Km.) : 1.35


1 250 80 L/S 60 30.74 0.07 83.78 50.37 18.33 10.61

2 480 80 R/S 60 30.74 0.07 83.78 50.37 18.33 10.61

Total No. of Curves = 02E.E.

PIU, PMGSYRES, FARRUKHABAD

Only Circular Curve is taken due to Land Constraint. Here Ls = Straight Elevated LengthOnly Circular Curve is taken due to Land Constraint. Here Ls = Straight Elevated Length



DETAILS OF JUNCTIONS & RAMPS

Name of work : B.E. Mohammadabad Achra Taqipur Rd. To Nagla Moti L/RLength of the Road (Km.) : 2.40 District : Farrukhabad

S.No. Chainage Particulars Length Breadth Area Slope

1 280 Junction 2x15 (7.50+3.50)/2 345 1:25

2 600 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

3 760 R/S Ramp 15 (7.50+3.50)/2 172.5 1:25

4 1170 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

5 1740 Junction 2x15 (7.50+3.50)/2 345 1:25

6 2150 R/S Ramp 15 (7.50+3.50)/2 172.5 1:25

Total No. of Ramp = 06

Road From : Hisampur To Jhijhuki L/RLength of the Road (Km.) : 2.10


1 200 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

2 1800 R/S Ramp 15 (7.50+3.50)/2 172.5 1:25

Total No. of Ramp = 2

E.E.PIU, PMGSY

RES, FARRUKHABAD

DETAILS OF JUNCTIONS & RAMPS

Name of Road : FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur Length of the Road (Km.) : 3.33 District : Farrukhabad


1 175 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

2 480 R/S Ramp 15 (7.50+3.50)/2 172.5 1:25

3 520 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

4 550 R/S Ramp 15 (7.50+3.50)/2 172.5 1:25

5 690 R/S Ramp 15 (7.50+3.50)/2 172.5 1:25

6 840 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

7 1020 R/S Ramp 15 (7.50+3.50)/2 172.5 1:25

8 1880 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

9 3030 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

10 3075 R/S Ramp 15 (7.50+3.50)/2 172.5 1:25Total No. of Ramp = 10

Name of Road : FKD. B.E.- Kadhar Rd. To Siya L/RLength of the Road (Km.) : 1.35


1 480 L/S Ramp 15 (7.50+3.50)/2 172.5 1:25

2 935 Junction 2x15 (7.50+3.50)/2 345 1:25

3 990 Junction 2x15 (7.50+3.50)/2 345 1:25

Total No. of Ramp = 01Total No. of Junction = 02

E.E.PIU, PMGSY

RES, FARRUKHABAD

Statement Showing Land Area Required for Const. Of Road

District FarrukhabadName of State : U.P.Name of work : B.E. Mohammadabad Achra Taqipur Rd. To Nagla Moti L/R

Division - PIU, RES, Farrukhabad

S.No. ChainageKhasara Land Owner Land Area Required

RemarkNo. Name BPL/SC/ST Sqm. Acre

1 2 3 4 5 6 7 8 9 10

1

2 NIL

Road From : Hisampur To Jhijhuki L/R



1 2 3 4 5 6 7 8 9 101

2 NIL

Name of Road : FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur



1 2 3 4 5 6 7 8 9 101

2 NIL

Name of Road : FKD. B.E.- Kadhar Rd. To Siya L/R



1 2 3 4 5 6 7 8 9 10

1

2 NIL

E.E.PIU, PMGSY

RES, FARRUKHABAD

Type of LandRevenue

Village

Land is available in full width, so no

extra land required

Type of LandRevenue

Village


extra land required

Type of LandRevenue

Village


extra land required

Type of LandRevenue

Village


extra land required

Details of Core Network along with Map

Road From : Gurushadinagar To Bhatkurri L/R District :State :

Village's/Name & Code

From To

1 4029 Bhatkurri Bhatkurri New

2 Barkhiriya 4085 Barkhiriya Barkhiriya New

3 Singtuea 4052 Singtuea Singtuea New

The map for the Core Network should clearly communicate* Administrative Boundaries (District/Block/Tehsil/Village)* Link Route and Length* Name of connected habitation/s

Sl. No.

Block Name &

Code

Corridor Name

Link Route /

No.

Whether Connected/

Not Connected

Type of Road Work

Beneficiary Village

Mohmmadabad (4)

Gurushadinagar To Bhatkurri

Gurushadinagar

Not Connected

Mohammadabad

Mohammadaba

d Sankisa

Not Connected

Mohammadabad

Mohammadaba

d Sankisa

Not Connected

Details of Core Network along with MapFormat 1 :

Population

Total SC/ST

2119 205 1.47

1483 56 2.73

2232 166 2.58

E.E.PIU, PMGSY

RES, FARRUKHABAD

Estimated Cost

(Rs. Lakhs)

Estimated Length (Kms)

Statement Showing Land Reqd. for Constn. Of Road

District FarrukhabadName of State : U.P.Name of work : B.E. Mohammadabad Achra Taqipur Rd. To Nagla Moti L/R

Division - PIU, RES, Farrukhabad

Valunerable Category Type of Impact/Loss Extend of Loss

S.N

o.

Vill

age

Nam

e

Nam

e o

f PA

P

Sch

edu

led

Ca

ste

Sch

edu

led

Tri

be

Han

dic

ap

Lan

d (S

qm

)

Liv

elih

ood

She

lter

CP

R

Lan

d (m

)

Str

uct

ure

(N

os)

NIL



S.N

o.

Vill

age

Nam

e

Nam

e o

f PA

P

Sch

edu

led

Ca

ste

Sch

edu

led

Tri

be

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dic

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Lan

d (S

qm

)

Liv

elih

ood

She

lter

CP

R

Lan

d (m

)

Str

uct

ure

(N

os)

NIL



S.N

o.

Vill

age

Nam

e

Nam

e o

f PA

P

Sch

edu

led

Ca

ste

Sch

edu

led

Tri

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Han

dic

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Lan

d (S

qm

)

Liv

elih

ood

She

lter

CP

R

Lan

d (m

)

Str

uct

ure

(N

os)

NIL

Executive Engineer

Whe

ther

En

title

d

Per

son

Ye

s/N

o

Bel

ow P

ove

rty

Lin

e

Wom

ent

He

ade

d H

ous

ehol

d

Whe

ther

En

title

d

Per

son

Ye

s/N

o

Bel

ow P

ove

rty

Lin

e

Wom

ent

He

ade

d H

ous

ehol

d

Whe

ther

En

title

d

Per

son

Ye

s/N

o

Bel

ow P

ove

rty

Lin

e

Wom

ent

He

ade

d H

ous

ehol

d

PIU, PMGSYRES, FARRUKHABAD

Statement Showing Land Reqd. for Constn. Of Road



S.N

o.

Vill

age

Nam

e

Nam

e o

f PA

P

Sch

edu

led

Ca

ste

Sch

edu

led

Tri

be

Han

dic

ap

Lan

d (S

qm

)

Liv

elih

ood

She

lter

CP

R

Lan

d (m

)

Str

uct

ure

(N

os)

NIL

Executive EngineerPIU, PMGSY

RES, FARRUKHABAD

Whe

ther

En

title

d

Per

son

Ye

s/N

o

Bel

ow P

ove

rty

Lin

e

Wom

ent

He

ade

d H

ous

ehol

d

ANNEXURE 4 CENSUS QUESTIONNAIRE

Project Corridor

Household Identification number

Head of House hold

SC ST Women HHTick here

Proof of BPL (ration card) YesNo

Card No.

Household size / No. of Persons

No. of earning members (adult)

No. of dependents

Agricluture Agri Resi CommTick here

size of holding (for agri) < Marginal> Maginal

Extent of Impact <10% >10% 1Tick here

Size of Residual holding

Residences

Plot size

Extent of Impact

Residual plot viable

Alternate house site (if relocation required) Yes NoTick here

Commercial establishments

Extent of Impact

Residual plot viable

Asset loss

Inventory assets lost

Livelihood loss

Alternative livelihood sources Yes NoTick here

Indebtedness

Handicap

N.A.

Other (specify)

If yes, specify

If yes, specify

lM+d ij isM+ksa dh fLFkfr@vU;

Name of work : B.E. Mohammadabad Achra Taqipur Rd. To Nagla Moti L/R

Division - PIU, RES, Farrukhabad (U.P.)

Øe0 la0 pSust ¼eh0½lM+d dsUnz ls nwjh ¼eh0½

isM+ dh fdLefooj.k ¼eksVkbZ½] eh0cka;ha vksj nka;ha vksj

1 5.00 4.00 - &'kh'ke 0.702 360.00 - 3.75 ihiy 0.603 450.00 - 4.00 vke 0.50, 1.204 480.00 - 3.80 vke 1.60





NIL





NIL





NIL

Executive EngineerPIU, PMGSY

RES, FARRUKHABAD

(For Culverts And Minor Bridges)

(Construction of 1 row 1000 mm NP-3 Hume Pipe Culvert-As per IRC, SP-20, 2002)

SI.N

o

SR

No

.

Description of item (with brief specification No. L B D Quantity Unit Rate Amountand reference to book of specification) (m) (m) (m) (Rs./Unit) (Rs.)

[1] [2] [3] [5] [6] [7] [8] [9] [10] [11]DISTRICT-FARRUKHABAD

HUME PIPE CULVERTS

1

(i) Head Walls 2 6.45 1.40 1.55 27.99(ii) For Hume Pipe 1 5.00 1.53 0.35 2.68

Total 30.67 Cum 75.02 2300.902

2 6.45 1.40 0.15 2.709 Cum 2993.76 8110.10

3

2 6.15 2.50 25.37

Details of Measurement / Abstract of Cost

U.P

. L.N

.V. S

.I. N

o.-2

51.

Earth work in excavation in foundation in ordionary soil (Loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m. & including filling, watering and ramming of excavated earth into the trenches or into the space between the Hume pipe and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-Charge. S.I. No. 501Item No.(11.1)1(i)

U.P

. L.N

.V.S

.I. N

o.-2

80.

Concrete in foundation with 40 mm guage stone ballast, coarse sand ( Fineness Modulas 2.2-3.6 ) and cement (43 grade, O.P.C. I.S. 8112) in proportion 6:3:1 including supply of all materials, labour and T&P etc required for proper completion of work as per direction of Engineer-in-charge as per item no.11.4(i) For Head Walls

U.P

.L.N

.V. S

.I. N

o.-3

05 M-150 brick work in 1:4 cement (43 grade, O.P.C. I.S. 8112) and fine sand (Fineness Modulas 1.25) mortar in foundation and plinth including supply of all materials, labour,T&P etc. Item No.11.5(ii) For Head Walls

(1.25+0.40) 2

Less for Hume Pipe2 3.14x0.6x0.6 - 1.83

Total 23.54 Cum 2198.27 51741.78

4

2 6.15 0.40 0.60 2.95 Cum 2216.90 6544.29

5

3 2.50 - - 7.50 Rm 3443.66 25827.45

6

1 5.85 1.53 0.55 4.92

Less for Hume Pipe 1 3.14 0.6*0.6 0.30 0.34

Total 4.58 Cum 791.02 3625.76

7

2 6.15 - 2.80 34.44

Sides 4 0.40 - 0.40 0.64

Less for Hume Pipe 1 2.00 3.14 0.55*0.55 1.90Total 33.18 Sqm 23.17 768.79

COST OF CONSTRUCTION Total 98919.07Say, Rs. 0.99

0.4+0.82 2

U.P

. L.N

.V. S

.I. N

o.-3

03.

Same as item No.-4 but in 1:5 cement (43 grade, O.P.C, I.S. 8112) and coarse sand (Fineness Modulus 2.2 to 3.6).Item No.12.1(iii) Parapet

MO

RT

& H

Sp.

cl.N

o.-1

000

/230

0 Providing laying and jointing 1000 mm. dia. NP 3 Hume Pipe (confirming to I.S.I. 458-1988) in culvert including cost of collers, all materials, cartage, labour, T&P etc. required for proper completion of work as directed by the Engineer-in-Charge. Item No.9.3(B)

MO

RT

& H

sp.

No.

-152

0(B

). Providing and filling of moorum/Sand (P.I.- 4 to 6) in foundation below and sides of Hume Pipe includindg supply of all materials, labour and T&P etc, as per direction of Engineer-in-charge.Item No.11.2(i)Clauses305.3.9

U.P

. L.N

.V. S

.I. N

0.-5

71

Struck pointing with cement (43 grade, O.P.C. I.S. 8112) and fine sand ( Fineness Modulas 1.25) in proportion 1:2 on brick work including supply of all materials, labour and T&P etc. Item No.12.2Clauses613.3&1204 For Head Walls



Lacs

E.E. (R.E.S.)P.I.U. Farrukhabad



SI.N

o

SR

No.

Description of item (with brief specification No. L W D Qty Unit Rate Amount

and reference to book of specification) (m) (m) (m) (Rs./Unit) (Rs.) (Rs.)

[1] [2] [3] [4] [5] [6] [7] [8] [9] [10] [11]

DISTRICT-FARRUKHABADHUME PIPE CULVERTS (1 No.)

1

(i) Head Walls 2 8.18 1.40 1.50 34.36(ii) For Hume Pipe 1 5.00 3.23 0.37 5.89

Total 40.25 Cum 75.02 3019.61

2

2 8.18 1.40 0.15 3.4356 Cum 2993.76 10285.361856

3

Around the pipes 1 6.27 3.23 0.55 11.14

Less for Hume pipe 2 6.27 3.14 0.55*0.55*0.3 3.57Total 7.57 Cum 791.02 5984.32


Earthwork in excavation in foundation trenches in ordinary soil etc. not exceeding 2 m depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of the excavation and subsequent filling around hume pipes/ ma.Item No.(11.1)1(i)

Cement concrete mix 1:3:6 with stone aggregates 20 mm normal size in foundation upto a length of 1.5 m below ground level and 1.5 m above ground/bed level (As per MOST specification No. 1000/1700)Item No.11.4(I) For Head Walls

Providing and filling granular material in foundation trenches and below pipe bed in layers not exceeding 150 mm thickness including all lead and lift (As Per MOST specification NO. 2904(I))Item No.11.2(I)Clause305.3.9

4

in headwall 1:5 Item NO.11.5(ii) 2 7.88 2.47 32.11

deduction for humepipes 2 3.14 0.55*0.55 1.17 Total 30.95 Cum 2198.27 68029.03624

5

2 7.88 0.40 0.60 3.78 Cum 2216.90 8385.20

6

2 7.50 15.00 Rm 3443.66 51654.9

10

Out side face 2 7.88 - 1.8 28.37 Sq.m. Top 2 7.88 0.4 - 6.30 Sq.m. inside face 2 7.88 0.5 - 7.88 Sq.m. side face walls 4 0.4 0.5 - 0.80 Sq.m. Deduct for hume pipes 4 3.14 0.55*0.55 3.80 Sq.m.

39.55 Sq.m. 23.17 916.43Total (Rs.) 148274.86454

Say 1.48


First class brick work in cement mortar 1:4 (1cement : 4coarse sand) up to a depth of 1.5 m below ground and in cement mortar 1:5 ( 1cement: 5 fine sand) upto 1.5 above bed/ground level (As per MORD Item No. 12.1iii)

1.25+0.420.83+0.40 2

Same as item No.-4 but in 1:5 cement (43 grade, O.P.C, I.S. 8112) and coarse sand (Fineness Modulus 2.2 to 3.6).Item No.12.1(iii) Parapet

Providing laying and fixing reinforced cement concrete pipes NP3 for culverts including pointing ends and fixing collar with cement mortar 1:2 (1cement : 2coarse sand) (As per MOST specification No. 1000/2900) Item No.9.3(B)

Cement pointing 1:2 deep variety (cut or weather) on brick and tile work (As per MORTH specification No. 1000/1300)Item No.12.2

E.E. (R.E.S.)P.I.U. Farrukhabad


(Construction of 350mm NP-3 Hume Pipe Gule Culvert)S

I.No

SR

No.

Description of item (with brief specification No. L B D Quantity Unit Rate Amount

and reference to book of specification) (m) (m) (m) (Rs./Unit) (Rs.)

[1] [2] [3] 4 [5] [6] [7] [8] [9] [10] [11]DISTRICT-FARRUKHABAD

Gule Culvert1

1x1 10.00 0.70 1.00 7.00 Cum 75.02 525.14

2

1x5 2.00 - - 10.00 Rm 970.37 9703.70

3

1x1 10.00 0.70 0.195 1.36

Deduct for pipe embedment 10.00 0.21x0.21 0.12 -0.17

Total 1.20 Cum 791.02 948.29954

1x2 0.75 0.35 0.75 0.39

1x2x22/7 0.21 0.21 0.35 0.10Total 0.30 Cum 2198.27 652.49

5 1x2 0.75 - 0.75 1.131x2 0.75 0.35 - 0.52(-)1x2x22/7 0.21 0.21 - -0.28

Total 1.37 Sqm 23.17 31.81361

COST OF CONSTRUCTION Total 11861.44Say 0.119 Lacs


U.P

. L.N

.V. S

.I. N

o.-

251

.

Earth work in excavation in foundation in ordionary soil (Loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m. & including filling, watering and ramming of excavated earth into the trenches or into the space between the Hume pipe and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-Charge. S.I. No. 501.Item no(11.1)1(1)

MO

RT

& H

Sp.

cl.N

o.-1

000/

230

0

Providing laying and jointing 350 mm. dia. NP 3 spigot Hume Pipeall materials, cartage, labour, T&P etc. required for proper completion of work as directed by the Engineer-in-Charge. AsS,I.N0.9.7(1100)

MO

RT

& H

sp.

No.

-152

0(B

).

Providing and filling of moorum (P.I.- 4 to 6) in foundation below and sides of Hume Pipe includindg supply of all materials, labour and T&P etc, as per direction of Engineer-in-charge.Item No.11.2(i)Clause-305.3.9

(-) 1x1x22/7

U.P

.L.N

.V. S

.I. N

o.-

305

M-150 brick work in 1:4 cement (43 grade, O.P.C. I.S. 8112) and fine sand (Fineness Modulas 1.25) mortar in foundation and plinth including supply of all materials, labour,T&P etc. Item No.11.5(ii)Clauses600,1202& 1203

U.P

. L.

N.V

. S.I

. N0

.-5

71

Struck pointing with cement (43 grade, O.P.C. I.S. 8112) and fine sand ( Fineness Modulas 1.25) in

proportion 1:2 on brick work including supply of all materials, labour and T&P etc. Item

No.12.2Clauses613.3&1204

JE(PIU-I) FBD AE(PIU-I) FBD EE(PIU-I) FBD


(Construction of 500mm NP-3 Hume Pipe Gule Culvert)

SI.N

o

SR

No.

Description of item (with brief specification L B D Quantity Unit Rate Amount

and reference to book of specification) (m) (m) (m) (Rs./Unit) (Rs.)[1] [2] [3] [5] [6] [7] [8] [9] [10] [11]

DISTRICT-FARRUKHABADGule Culvert

1

10.00 0.60 0.25 1.50 Cum 75.02 112.53

2

10.00 10.00 Rm 1212.97 12129.70


U.P

. L.N

.V. S

.I. N

o.-

251

.

Earth work in excavation in foundation in ordionary soil (Loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m. & including filling, watering and ramming of excavated earth into the trenches or into the space between the Hume pipe and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-Charge. S.I. No. 501.Item no(11.1)1(1)

MO

RT

& H

Sp

.cl.N

o.-1

000

/230

0

Providing laying and jointing 500 mm. dia. NP 3 Hume Pipe (confirming to I.S.I. 458-1988) in culvert including cost of collers, all materials, cartage, labour, T&P etc. required for proper completion of work as directed by the Engineer-in-Charge. Item No.(9.7)

(Construction of 500mm NP-3 Hume Pipe Gule Culvert)3

10.00 0.60 0.20 1.20

Deduct for pipe embedment (-) 10.00 0.45 0.125 0.560.64 Cum 791.02 506.2528

4

0.28 Cum 2198.27 615.52

5

0.81 Sqm 23.17 18.77

COST OF CONSTRUCTION 13382.77Say 0.134 lacs

MO

RT

& H

sp

.No.

-152

0(B

). Providing and filling of moorum (P.I.- 4 to 6) in foundation below and sides of Hume Pipe includindg supply of all materials, labour and T&P etc, as per direction of Engineer-in-charge.Item No.11.2(i)Clause-305.3.9

U.P

.L.N

.V. S

.I. N

o.-

305

M-150 brick work in 1:4 cement (43 grade, O.P.C. I.S. 8112) and fine sand (Fineness Modulas 1.25) mortar in foundation and plinth including supply of all materials, labour,T&P etc. Item No.11.5(ii)Clauses600,1202& 1203

2x0.75x0.35x0.75=0.39 (-) 2x0.159x0.35= (-)0.11

U.P

. L.N

.V. S

.I. N

0.-

571

Struck pointing with cement (43 grade, O.P.C. I.S. 8112) and fine sand ( Fineness Modulas 1.25) in proportion 1:2 on brick work including supply of all materials, labour and T&P etc. Item No.12.2Clauses613.3&1204

2x0.75x0.75 = 1.13 (-)2x0.159 = (-) 0.32




R.C.C. CULVERT,1X5.00m spanDESIGN PARAMETERS : FOR ABOVE PARAMETERS DEPTH OF SLAB 0.42

SPAN 5.00 m. (As per IRC Special PublicatDEPTH OF ABUTMENT CAP 0.15HEIGHT 3.00 M B1= 2.00LENGTH 8.30 M B2= 3.60No. of Spa 1 Nos. b3= 0.40

SI. No. Item of Work Nos. Length Breadth Height Quantity Unit Rate Amount

1

(a) 2 8.3 4.9 (1.2+3.0)/2 170.81

(c) Wingwalls 4 6.0 (2.88+1.65)/2 0.3 16.31Total 187.12 Cum 75.02 14037.74

2

Outer Step 2 8.30 4.90 0.20 16.27Inner Step 2 7.90 4.50 0.20 14.22

Foundation of Curtain Wall 4 4.55 0.60 0.15 1.64Wing wall 4 6.0 (2.88+1.65)/2 0.40 21.74

Total 53.87 Cum 2993.76 161261.88

3

AbutmentsLower step 2.00 7.50 4.10 0.40 24.60Upper step 2.00 7.50 (4.1+3.7)/2 0.40 23.40Wing wallsLower step 4.00 6.00 (2.48+1.75)/2 0.40 17.90

Upper step 4.00 6.00 0.40 15.98

End Pillars 4.00 1.00 1.25 0.40 2.00 End Pillars 4.00 1.00 (1.25+0.85)/2 0.40 1.68

For Curtain wall 2.00 4.45 0.40 0.30 2.45


Earthwork in excavation in foundation trenches in ordinary soil etc. not exceeding 30 m depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of the excavation and subsequent filling around hume pipes/ masonary in 15 cm layers with compection including disposal of all surplus soil as directed with in a lead of 30 m. S,I.No.501 Item no.(11.1)1(i)

Abutments

Cement concrete mix 1:3:6 with stone aggregates 40 mm normal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.50 m above Ground/bed level.Item no.11.4(i)

First class brick work in cement mortar 1:3 (1cement : 3 coarse sand) up to a depth of 1.50 m below ground and above 1.50 m from bed/ground level in foundation.Item no.11.5(i)

(2.48+2.08+10.25+0.85)/4

3

Total 88.01 Cum 2359.73 207679.84

4

Abutments 2.00 7.50 (2.7+0.7)/2 3.80 96.902.00 7.50 0.23 0.65 2.24

S.I.No.12.1 Wing walls4.00 6.00 (4.0+1.0)/2 58.95

158.09 Cum 2274.76 359616.81End Pillar 4.00 1.00 (085+0.3)/2 1.00 5.40

Parapet 2.00 7.40 0.46 0.20 2.282.00 7.40 0.35 0.40 3.47

S.I.No.13.9 11.15 Cum 2181.03 24318.48S.I.No.14.7(iii) BOE Flooring (1:3 Brick work) 1.00 7.50 4.45 0.12 4.01

Total 4.01 Cum 2566.56 10291.91

5

Bed Block 2.00 7.50 0.47 0.20 1.41Total 1.41 Cum 3841.26 5416.18

6

7 Width of Baring = 0.40 1.00 5.94 7.50 0.42 18.71 Cum 4164.92 77929.82

8

1.00 5.94 7.50 0.08 3.56 Cum 3615.29 12884.89

*78.5 17.37 Qtl. 3065.46 53247.04For SlabFor Bed Block per slab

9

2.00 7.50 3.80 114.00 Sq.m.

First class brick work in cement mortar 1:3 (1cement : 3course sand) up to a depth of 1.50 m below ground and above 1.50 m from bed/ground level in super structure.

(2.08+0.5+0.85+0.5)/4

Reinforced cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including with 2% reinforcement, equally distributed at top & bottom in both directionsAs S.I.No.12.5(iii)

Reinforced cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering shuttering, laid in position.13.1(i)

Cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in bearing coat of slab.12.5II(i)

Steel reinforcement for R.C.C. works including bending and placing in postion Mild steel bars conforming to IS 432/1966 GRADE I tested steel as SI No.12.8

(1.41+18.71)x1.1/100

Struck Cement pointing 1:2 deep variety (cut weather) on brick and tile work.12.2

9

Wingwalls4.00 6.00 (4+1)/2 60.00 Sq.m.

Parapets 2.00 6.40 1.66 41.17 Sq.m.4.00 0.46 0.20 0.37 Sq.m.4.00 0.35 4.00 0.56 Sq.m.4.00 6.70 0.50 13.40 Sq.m.4.00 1.00 0.50 2.00 Sq.m.

Total 231.50 Sq.m. 23.17 5363.86

1036.00 36.0036.00 36.00

Total 72.00 No. 215.08 15485.76

112.00 7.50 0.60 4.00 36.00 Cu.m.4.00 6.00 0.60 (4+1)/2 36.00 Cu.m.

Total 72.00 Cu.m. 841.23 60568.56

12

2x1 50.00 807.50 C.um 58.90 47561.75

Total 1055664.51Say, Rs.Lac. 10.56


Providing weepholes in brick masonry/stone masonry ,plain/reinforced concrete abutment,wing wall with 100 mm dia. AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7(Item no. 12.9)

Providing and laying filter media withgranular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall,return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 (Item no. 12.11).

Earthwork in embankment mechanically compacted to 97% of maximum dry density/proctor density in ordinary soil. Excavation to be in the form of regular pits not exceeding 0.5 m. in depth and earth work in embankment to be in 20 cm.layers, watering the earth to bring it to required optimum moisture content, compacting with Roller 8 to 10 tonnes ramming and dressing the surface to required level and slope and also including 1.5m lift and lead 30m. The earth from cutting is to be used in making embankment or to be stacked as spoil banks within 30m distance as directed by the Engineer-in-charge above average formation level. (For both side approach of RCC Culvert )

(11.5 + 7.5) /2

(1.5 + 0.20)/2



SPAN 5.00 m. (As per IRC Special Publication no. - DEPTH OF ABUTMENT CAP 0.15HEIGHT 3.00 M B1= 2.00LENGTH 8.30 M B2= 3.60No. of Spa 2 Nos. b3= 0.40

SI. No. Item of Work Nos. Length Breadth Height Quantity Unit Rate Amount

1

(a)2 8.3 4.9 (1.2+3.0)/2 170.81

(b) Pier 1 9.5 4.0 1.50 57.00

(c) Wingwalls4 6.0(2.88+1.65)/2 0.3 16.31

Total 244.12 Cum 75.02 18313.88

2


Below Flooring 1 9.50 4.00 0.20 7.60Above Flooring 1 9.10 3.60 0.20 6.55

Foundation of Curtain Wall 4 4.55 0.60 0.15 1.64Wing wall 4 6.0(2.88+1.65)/2 0.40 21.74

Total 68.02 Cum 2993.76 203629.57

3

AbutmentsLower step 2.00 7.50 4.10 0.40 24.60Upper step 2.00 7.50 (4.1+3.7)/2 0.40 23.40

Pier 1.00 8.70(3.20+2.60)/2 1.10 27.75Wing wallsLower step 4.00 6.00 (2.48+1.75) 0.40 17.90


Earthwork in excavation in foundation trenches in ordinary soil etc. not exceeding 30 m depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of the excavation and subsequent filling around hume pipes/ masonary in 15 cm layers with compection including disposal of all surplus soil as directed with in a lead of 30 m.

Abutments

Cement concrete mix 1:3:6 with stone aggregates 40 mm normal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.50 m above Ground/bed level.

First class brick work in cement mortar 1:3 (1cement : 3course sand) up to a depth of 1.50 m below ground and above 1.50 m from bed/ground level in foundation.

3

Upper step4.00 6.00 0.40 15.98

End Pillars 4.00 1.00 1.25 0.40 2.00 End Pillars 4.00 1.00(1.25+0.85)/2 0.40 1.68

For Curtain wall 4.00 4.45 0.40 0.30 2.45Total 115.76 Cum 2359.73 273162.34

4

Abutments 2.00 7.50 (2.7+0.7)/2 3.80 96.902.00 7.50 0.23 0.65 2.24

Pier 1.00 7.50 (2.0+1.0)/2 3.80 42.752.00 0.45(2.0+0+1+0)/4 3.80 2.56

S.I.No.12.1 Wing walls4.00 6.00 (4.0+1.0)/2 58.95

203.40 Cum 2274.76 462686.18End Pillar 4.00 1.00 (085+0.3)/2 1.00 5.40

Parapet 2.00 12.40 0.46 0.20 2.282.00 12.40 0.35 0.40 3.47

S.I.No.13.9 11.15 Cum 2181.03 24318.48S.I.No.14.7(iii) BOE Flooring (1:3 Brick work) 2.00 7.50 4.45 0.12 8.01

Total 8.01 Cum 2566.56 20558.15

5

Bed Block 2.00 7.50 0.47 0.20 1.411.00 7.50 1.00 0.20 1.50

Total 2.91 Cum 3841.26 11178.07

6

2.00 5.97 7.50 0.42 37.61 Cum 4164.92 156646.81Width of Baring = 0.40

7

2.00 5.97 7.50 0.08 7.16 Cum 3615.29 25885.48

8

*78.5 33.44 Qtl. 3065.46 102508.98

(2.48+2.08+10.25+0.85)/4


(2.08+0.5+0.85+0.5

)/4

Reinforced cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including with 2% reinforcement, equally distributed at top & bottom in both directionsAs S.I.No.12.5(iii)

Reinforced cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering shuttering, laid in position.13.1(i)

Cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in bearing coat of slab.12.5II(i)

Steel reinforcement for R.C.C. works including bending and placing in postion Mild steel bars conforming to IS 432/1966 GRADE I tested steel as SI No.12.8

(2.91+35.82)x1.1/100

8

For SlabFor Bed Block per slab

9

4.00 7.50 3.80 114.00 Sq.m.4.00 6.00 (4+1)/2 60.00 Sq.m.2.00 12.40 1.66 41.17 Sq.m.4.00 0.46 0.20 0.37 Sq.m.4.00 0.35 4.00 0.56 Sq.m.4.00 6.70 0.50 13.40 Sq.m.4.00 1.00 0.50 2.00 Sq.m.

Total 231.50 Sq.m. 23.17 5363.86

1036.00 36.0036.00 36.00

Total 72.00 No. 215.08 15485.76

112.00 7.50 0.60 4.00 36.00 Cu.m.4.00 6.00 0.60 (4+1)/2 36.00 Cu.m.

Total 72.00 Cu.m. 841.23 60568.56

12

2x1 15.00 216.75 C.um 58.90 12766.57

Total 1393072.69


Struck Cement pointing 1:2 deep variety (cut weather) on brick and tile work.12.2

Providing weepholes in brick masonry/stone masonry ,plain/reinforced concrete abutment,wing wall with 100 mm dia. AC pipe extending through the full width of the structures with slope of

1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7(Item no. 12.9)

Providing and laying filter media withgranular crushed aggregates as per specification to a thickness of not less than 600 mm with

smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall,return wall to the full height, compacted to firm condition complete as per

drawing and technical specification clause 1204.3.8 (Item no. 12.11).


(11.5 + 7.5) /2

(1.5 + 0.20)/2



SPAN 5.00 m. (As per IRC Special Publication no.DEPTH OF ABUTMENT CAP 0.15HEIGH3.00 M B1= 2.00LENGTH8.30 M B2= 3.60No. of 3 Nos. b3= 0.40

Item of Work Nos. LengthBreadth Height Quantity Unit Rate Amount

1

(a)2 8.3 4.9 (1.2+3.0)/2 170.81

(b) Pier 2 9.5 4.0 1.50 114.00

(c) 4 6.0 (2.88+1.65)/2 0.3 16.31

Total 301.12 Cum 72.00 21680.64

2


Below Flooring 3 9.50 4.00 0.20 22.80Above Flooring 3 9.10 3.60 0.20 19.66

Foundation of Curtain Wall 6 4.55 0.60 0.15 2.46Wing wall 4 6.0 (2.88+1.65)/2 0.40 21.74

Total 97.14 Cum 3187 ###

3

AbutmentsLower step 2.00 7.50 4.10 0.40 24.60Upper step 2.00 7.50 (4.1+3.7)/2 0.40 23.40

Pier 2.00 8.70 (3.20+2.60)/2 1.10 55.50Wing wallsLower step 4.00 6.00 (2.48+1.75)/2 0.40 17.90


SI. No.

Earthwork in excavation in foundation trenches in ordinary soil etc. not exceeding 30 m depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of the excavation and subsequent filling around hume pipes/ masonary in 15 cm layers with compection including disposal of all surplus soil as directed with in a lead of 30 m. Abut

ments

Wingwalls

Cement concrete mix 1:3:6 with stone aggregates 40 mm normal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.50 m above Ground/bed level.

First class brick work in cement mortar 1:3 (1cement : 3course sand) up to a depth of 1.50 m below ground and above 1.50 m from bed/ground level in foundation.

3

Upper step4.00 6.00 0.40 15.98

End Pillars 4.00 1.00 1.25 0.40 2.00 End Pillars 4.00 1.00 (1.25+0.85)/2 0.40 1.68

For Curtain wall 6.00 4.45 0.40 0.30 3.20Total 144.26 Cum ### ###

4

Abutments 2.00 7.50 (2.7+0.7)/2 3.80 96.902.00 7.50 0.23 0.65 2.24

Pier 2.00 7.50 (2.0+1.0)/2 3.80 85.504.00 0.45 (2.0+0+1+0)/4 3.80 5.12

Wing walls 4.00 6.00 (4.0+1.0 58.95

End Pillar 4.00 1.00 (085+0.3)/2 1.00 5.40Parapet 2.00 17.40 0.46 0.20 2.28

2.00 17.40 0.35 0.40 3.47BOE Flooring (1:3 Brick work) 3.00 7.50 4.45 0.12 12.01

Total 271.88 Cum ### ###

5

Bed Block 4.00 7.50 0.47 0.20 2.824.00 7.50 1.00 0.20 6.00

Total 8.82 Cum ### 33665.94

6

3.00 5.97 7.50 0.42 56.42 Cum ### ###Width of Baring = 0.40

7

3.00 5.97 7.50 0.08 10.75 Cum ### 39588.26

8

*78.5 50.17 Qtl. ### ###For SlabFor Bed Block per slab

(2.48+2.08+10.25+0.85)/4


(2.08+0.5+0.85+0.5)/4

Reinforced cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including with 2% reinforcement, equally distributed at top & bottom in both directions

Reinforced cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering shuttering, laid in position.

Cement concrete M20 (1:1.5:3) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in bearing coat of slab.Steel reinforcement for R.C.C. works including bending and placing in postion Mild steel bars conforming to IS 432/1966 GRADE I tested steel

(4.37+53.73)x1.1/100

9

6.00 7.50 3.80 171.00 Sq.m.4.00 6.00 (4+1)/2 60.00 Sq.m.2.00 12.40 1.66 41.17 Sq.m.4.00 0.46 0.20 0.37 Sq.m.4.00 0.35 4.00 5.60 Sq.m.6.00 6.70 0.50 20.10 Sq.m.6.00 1.00 0.50 3.00 Sq.m.

Total 301.24 Sq.m. 23.70 7139.29

1036.00 36.0036.00 36.00

Total 72.00 No. 251.00 18072.00

112.00 7.50 0.60 4.00 36.00 Cu.m.4.00 6.00 0.60 (4+1)/2 36.00 Cu.m.

Total 72.00 Cu.m. 966.00 69552.00

12

2x1 15.00 216.75 C.um 44.70 9688.73

Total ###Say, Rs. 19.12 Lacs

Struck Cement pointing 1:2 deep variety (cut weather) on brick and tile work.

Providing weepholes in brick masonry/stone masonry ,plain/reinforced concrete abutment,wing wall with 100 mm dia. AC pipe extending through the full

width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical

specification clauses 614,709,1204.3.7(Item no. 12.9)

Providing and laying filter media withgranular crushed aggregates as per specification to a thickness of not

less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the

entire surface behind abutment, wingwall,return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

(Item no. 12.11).Earthwork in embankment mechanically compacted to 97% of maximum dry density/proctor density in ordinary soil. Excavation to be in the form of regular pits not exceeding 0.5 m. in depth and earth work in embankment to be in 20 cm.layers, watering the earth to bring it to required optimum moisture content, compacting with Roller 8 to 10 tonnes ramming and dressing the surface to required level and slope and also including 1.5m lift and lead 30m. The earth from cutting is to be used in making embankment or to be stacked as spoil banks within 30m distance as directed by the Engineer-in-charge above average formation level. (For both side approach of RCC Culvert )

(11.5 + 7.5) /2

(1.5 + 0.20)/2


(Construction of R.C.C. Culvert, 1x3m Span)DESIGN PARAMETERS : FOR ABOVE PARAMETERS DEPTH OF SLAB 0.305 M

SPAN 3.00 M (As per IRC Special Publication noDEPTH OF ABUTMENT CAP 0.15 MHEIGHT 2.00 M B1= 1.50 MLENGTH 8.30 M B2= 2.70 MNo. of Spans1 Nos. B3= 0.30 M

SI. No. Item of Work Nos. Length Breadth Height Quantity Unit Rate Amount(Rs.)

1

(a) Abutments 2 8.3 2.7 1.5 67.23 Cum

(c) Wingwalls4 6.0 (2.45+1.65)/2 1.5 73.8 Cum

Total 141.03 Cum 75.02 10580.0706

2

CumOuter Step 2 8.3 2.7 0.2 8.964 CumInner Step 2 8.3 2.3 0.2 7.636 Cum

Below Flooring 1 7.5 5.3 0.1 3.975 CumFoundation of Curtain Wall 2 5.3 0.6 0.15 0.954 Cum

Wing wall 4 6.0 (2.45+1.65)/2 0.40 19.68 CumTotal 41.21 Cum 2993.76 123369.8558

3

Abutments Lower step 2.00 7.50 2.50 0.40 15.00 CumUpper step 2.00 7.50 2.30 0.40 13.80 CumWing walls CumLower step 4.00 6.00 (2.45+1.65)/2 0.40 19.68 Cum

Upper step 4.00 6.00 0.40 15.91 Cum End Pillars 4.00 1.00 1.25 0.40 2.00 Cum End Pillars 4.00 1.00 (1.25+0.85)/2 0.40 1.68 Cum

For Curtain wall 2.00 4.45 0.40 0.30 1.07 CumTotal 69.14 Cum 2359.73 163147.0127


Earthwork in excavation in foundation trenches in ordinary soil etc. not exceeding 30 m depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of the excavation and subsequent filling around hume pipes/ masonary in 15 cm layers with compection including disposal of all surplus soil as directed with in a lead of 30 m. Item No.(11.1)1(i)

Cement concrete mix 1:3:6 with stone aggregates 40 mm normal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.50 m above Ground/bed level.Item No.11.4(i)

First class brick work in cement mortar 1:3 (1cement : 3 course sand) up to a depth of 1.50 m below ground and above 1.50 m from bed/ground level in foundation.ITEM NO.11.5(I)

(2.45+2.08+1.25+0.85)/4

4

Item No.12.1 Abutments 2.00 7.50 (2.1+0.7)/2 2.30 6.30 Cum

2.00 7.50 0.23 0.65 2.24 Cum

Wing walls 4.00 6.00 (4.0+1.0)/2 58.95 Cum 67.49 Cum 2274.76 153523.5524

Item No.13.9 End Pillar 4.00 1.00 (085+0.3)/2 1.00 2.30 CumParapet 2.00 4.50 0.46 0.20 0.83 Cum

2.00 4.50 0.35 0.40 1.26 Cum4.39 Cum 2181.03 9570.36

Item No.14.7(iii) BOE Flooring (1:3 Brick work) 2.00 7.50 4.45 0.12 8.01 Cum Total 8.01 Cum 2566.56 20558.1456

5

Bed Block 2.00 7.50 0.47 0.20 1.41 Cum 3841.26 5416.1766

6

Width of Bearing = 0.40m. 1.00 3.80 7.50 0.31 8.83 Cum 4164.92 36797.0682

7

1.00 3.80 7.50 0.08 2.28 Cum 3615.29 8242.8612

8

*78.5 8.85 Qtl. 3065.46 27129.321For Slab For Bed Block per slab

9

2.00 4.20 0.35 0.90 2.652.00 4.20 0.23 0.60 1.16

3.81 cum. 2359.73 8979.24

10

Item No.12.2 2.00 7.50 2.30 34.50 Sq.m.4.00 6.00 (4+1)/2 60.00 Sq.m.2.00 5.30 1.66 17.596 Sq.m.4.00 0.46 0.20 0.368 Sq.m.4.00 6.70 0.50 13.4 Sq.m.4.00 1.00 0.50 2 Sq.m.


(2.08+0.5+0.85+0.5)/4

Reinforced cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement .Item No.12.5(iii)

Reinforced cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering shuttering, laid in position.

Cement concrete M20 (1:2:4) mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for concrete work in bearing coat of slab.Item No.12.5(II)(I)

Steel reinforcement for R.C.C. works including bending and placing in postion Mild steel bars conforming to IS 432/1966 GRADE I tested steel MS bar Reinforcement . Item No.12.8

(1.41+8.84)x1.1/100

First class brick in cement mortar 1:3 upto a depth of 1.50 below ground and above form Bed/Ground levelItem No.11.5(I) in floor.

Struck Cement pointing 1:2 deep variety (cut weather) on brick and tile work.

10

Total 127.86 Sq.m. 23.17 2962.61

11 36.00 36.00 36.00 36.00

Total 72.00 No. 215.08 15485.76

12 2.00 7.50 0.60 4.00 36.00 Cu.m. 4.00 6.00 0.60 (4+1)/2 36.00 Cu.m.

Total 72.00 Cu.m. 841.23 60568.56

13

2x1 15.00 216.75 C.um 58.90 12766.57

G. Total =Rs. 659097.17Say Lac. 6.59


Providing weepholes in brick masonry/stone masonry ,plain/reinforced concrete abutment,wing wall with 100 mm dia. AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing

face complete as per drawing and technical specification clauses 614,709,1204.3.7(Item no. 12.9)

Providing and laying filter media withgranular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size

towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall,return wall to the full height, compacted to firm condition complete as per drawing and technical

specification clause 1204.3.8 (Item no. 12.11).


(11.5 + 7.5) /2

(1.5 + 0.20)/2

Detailed Calculation for granular material below 1000 mm dia Hume pipe

Outer radius of pipe = dial/2 + pipe thicknessGRANULAR MATERIAL 1000/2 + 100

600AC = 600 - 260 -100

=240Hence CD = (600 x 600 - 240 x 240)

= 550.00

= 66.4

Area of ABD = PI/4 x DIA x DIA x 66.4 x 2/360=0.417

Area of triangle ABD = 2x1/2 x 240 x 550= 0.132

Hence area of = 0.417 - 0.132=0.285

Area of JKLM = 1.60 x 0.435=0.696

Hence X-sectional area of granular work = 0.41 sqm

Angle a = acos(240/600)

75

J

M

K

L

260

100

1600

B DC

A

4.35

A

B D

B D

E

dial/2 + pipe thickness

(As per New SOR)

1- Brickwork in 1:3 c/s mortar (As per item no. 11.5 (1))= 0.35 x 0.35 x 1.50 = 0.184 Cum. @ 2233.00 = 410.872

2- Plaster in 1:6 c/s mortor= 4 x 0.35 x 1.10 = 1.54

1 x 0.35 x 0.35 = 0.121.66 Sqm. @ 78.60 = 130.476

3- White washing 2 Coat same item no.2 1.66 Sqm. @ 8.00/sqm. = 13.284- Hindi Letter writing (Height per cm. per letter) 38 @ 0.32 = 12.16

(As per item no. 10.1) Total = 566.788Add: Overhead+ C.P. @ 12.5 % = 70.85

Grand Total = 637.6365Say, Rs. 637.60 per pillar

Analysis of Level Pillar


Model ROAD METAL RATEDistrict : FarrukhabadFatehgarhTo Ghata/Bakol 232 KmFatehgarh To Jhansi 265 Km Fatehgarh To Lalkuan=208 km.Fatehgarh To Haldwani 221 Km

Sl. Total.

Cost of Cartage Wastage

Total Amt. RemarkKm.

5+9 % Amt.P K

Cost1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

45-63mm1 Ghata/Bakol 120.35 0.00 120.35 232.00 0.00 642.70 584.28 704.63 0 0 704.63 9.63 714.26 584.28 Detail of Cartage

22.4-53 mm (Crusher Broken) 1st [email protected] 2 Lal Kuan 376.35 0.00 376.35 208.00 0.00 586.30 533.01 909.36 0 0 909.36 30.11 939.46 533.01 2nd & 3rd [email protected]

Coarse sand(F.M. 1-2) 4th & [email protected] At Fatehgar 650.00 84.89 565.11 0.00 0.00 0.00 0.00 565.11 0 0 565.11 0.00 565.11 0.00 6th to [email protected]

16-22.4mm(13.2mm) 11th to [email protected] Haldwani 216.35 0.00 216.35 221.00 0.00 616.85 560.78 777.13 0 0 777.13 17.31 794.44 560.78 21st to [email protected]

10-16 mm 31st to [email protected] Haldwani 266.35 0.00 266.35 221.00 0.00 616.85 560.78 827.13 0 0 827.13 21.31 848.44 560.78 Above [email protected]

6.7mm Total=1st to 50th Km=6 Haldwani 291.35 0.00 291.35 221.00 0.00 616.85 560.78 852.13 0 0 852.13 23.31 875.44 560.78 Rs.215.00

2.8 mm (Quarry Dust) For Kuchha Road @ 7 Ghata/Bakol 40.35 0.00 40.35 232.00 0.00 642.70 584.28 624.63 0 0 624.63 3.23 627.86 584.28 3.13/Km

Analysis of Bitumen

Sl. Total.

Remark

Km.

P K Cost

1 2 3 4 5 7 8 9 10 11 12 13 14 15 16

1 At Fatehghar

17402.31 3480.46 2784.37 83.53 237.51 23988.18 234 0.0 531.64

966.63

24954.81

17412.31 3482.46 2785.97 83.58 237.64 24001.96 234 0.0 531.64 1063.28 25065.24

17500.00 3500.00 2800.00 84.00 238.84 24122.84 234 0.0 531.64 1063.28 25186.12

J.E. A.E. E.E.

Name of Quarry

Quarry Rate(incl. Royalty)

after Deductio

n of Loading Charges

Less 15%

Bulkage

Total

Amount

Sales Tax 8%

Total Cost

Conveyance

Charges (13-5) Column

After deduc

ting 10%C.

P.

Name of Road

Type of Bitumin

Rate at Refiner

y

20% Sale Tax

16% Excise Duty

3% Educational CESS on ED

1% St. Dev. Tax

Cost of Cartage one way

Conveyance charges After

deducting 10%C.P. Col.13x2

Total Amount

Emulsion(SS-1)

Detail of Cartage1st [email protected] & 3rd

[email protected] 4th & [email protected] 6th to

[email protected] 11th to [email protected] to [email protected] to [email protected]

[email protected]=1st to 50th Km=Rs.172.84 For Kuchha

Road @ 2.63/Km

Emulsion(RS-1)

80/100(S-90) Maxphalt

ANALYSIS OF RATE FOR BITUMENDistrict : FarrukhabadName of Refinery: MathuDistance : Mathura To Fatehgarh (234 Km)

Mathura To Mohammadabad (220 Km)

Sl. Name of Road Type of Bitumin Total.

Remark

Charges

Km. Col.10x2

P K Cost 7+111 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1

Emulsion(SS-1) 17402.31 3480.46 2784.37 83.53 202.70 ### 257 1.0 579.12 1158.24 25111.61

Emulsion(RS-1) 17412.31 3482.46 2785.97 83.58 202.82 ### 257 1.0 579.12 1158.24 25125.38

80/100 Maxphalt 17500.00 3500.00 2800.00 84.00 203.84 ### 257 1.0 579.12 1158.24 25246.08

2

Emulsion(SS-1) 17402.31 3480.46 2784.37 83.53 202.70 ### 259 2.0 585.65 1171.30 25124.67

Emulsion(RS-1) 17412.31 3482.46 2785.97 83.58 202.82 ### 259 2.0 585.65 1171.30 25138.44

80/100 Maxphalt 17500.00 3500.00 2800.00 84.00 203.84 ### 259 2.0 585.65 1171.30 25259.14

J.E. A.E. E.E. S.E.

Rate at Refinery

20% Sale Tax

16% Excise Duty

3% Educati

onal CESS on ED

1% ST, Dev. Tax

Cost of Cartage one way

Conveyance

Total Amount


Detail of Cartage1st [email protected] & 3rd

[email protected] 4th & [email protected] 6th to

[email protected] 11th to [email protected] to [email protected] to [email protected]

[email protected]=1st to 50th Km=Rs.172.84 For Kuchha Road

@ 2.63/Km

FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R

ROAD METAL RATEName of Road : Hisampur To Jhijhuki L/RFatehgarhTo Ghata/Bakoli 232 KmFatehgarh To Jhansi 265 Km Fatehgarh To Jhijhuki Rd. = 23 Km.Fatehgarh To Haldwani 221 Km Fatehgarh To Lal Kuan=208 km.District : Farrukhabad Block : Kamalganj

Sl. Total.


Km.5+9 % Amt.

P K Cost

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

45-63mm

1 Ghata/Bakoli 120.35 0.00 120.35 255 1.0 699.88 636.26 756.61 0 0.00 756.61 9.63 766.24 645.89

22.4-53 mm (Crusher Broken)

2 Lal Kuan 376.35 0.00 376.35 231 1.0 643.48 584.99 961.34 0 0.00 961.34 30.11 991.45 615.10

Course sand

3 At Fatehgarh 650.00 84.89 565.11 0 0.0 0.00 0.00 565.11 0 0.00 565.11 0.00 565.11 0.00

16-22.4mm (13.2mm)

4 Haldwani 216.35 0.00 216.35 244 1.0 674.03 612.76 829.11 0 0.00 829.11 17.31 846.42 630.07

10-16 mm (11.2mm)

5 Haldwani 266.35 0.00 266.35 244 1.0 674.03 612.76 879.11 0 0.00 879.11 21.31 900.42 634.07

6.7mm

6 Haldwani 291.35 0.00 291.35 244 1.0 674.03 612.76 904.11 0 0.00 904.11 23.31 927.42 636.07

2.8 mm

7 Ghata/Bakoli 40.35 0.00 40.35 255 1.0 699.88 636.26 676.61 0 0.00 676.61 3.23 679.84 639.49

J.E. A.E. E.E.

Name of Quarry

Quarry Rate After Deduction of Loading

Charges

Less 15%

Bulkage

Total Amount Total

Amt.Sales Tax 8%

Total Cost

Conveyance Charges (13-

5) ColumnAfter deducting 10%C.P.

Remark

17

Detail of Cartage

1st [email protected]

2nd & 3rd [email protected]

4th & [email protected]

6th to [email protected]

11th to [email protected]

21st to [email protected]

31st to [email protected]

Above [email protected]

Total=1st to 50th Km=

Rs.215.00

For Kuchha Road @

3.13/Km

S.E.

ROAD METAL RATEName of Road : FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/RFatehgarhTo Ghata/Bakoli 232 KmFatehgarh To Jhansi 265 Km Fatehgarh To Katri Dharampur = 15 Km.Fatehgarh To Haldwani 221 Km Fatehgarh To Lal Kuan=208 km.District : Farrukhabad Block : Barhpur

Sl. Total.


RemarkKm.

5+9 % Amt.P K

Cost

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1745-63mm

1 Ghata/Bakoli 120.35 0.00 120.35 247 3.0 687.34 624.86 745.21 0 0.00 745.21 9.63 754.84 634.49 Detail of Cartage

22.4-53 mm (Crusher Broken) 1st [email protected]

2 Lal Kuan 376.35 0.00 376.35 223 3.0 630.94 573.59 949.94 0 0.00 949.94 30.11 980.05 603.70 2nd & 3rd [email protected]

Course sand 4th & [email protected]

3 At Fatehgarh 650.00 84.89 565.11 0 0.0 0.00 0.00 565.11 0 0.00 565.11 0.00 565.11 0.00 6th to [email protected]

16-22.4mm (13.2mm) 11th to [email protected]

4 Haldwani 216.35 0.00 216.35 236 3.0 661.49 601.36 817.71 0 0.00 817.71 17.31 835.02 618.67 21st to [email protected]

10-16 mm (11.2mm) 31st to [email protected]

5 Haldwani 266.35 0.00 266.35 236 3.0 661.49 601.36 867.71 0 0.00 867.71 21.31 889.02 622.67 Above [email protected]

6.7mm Total=1st to 50th Km=

6 Haldwani 291.35 0.00 291.35 236 3.0 661.49 601.36 892.71 0 0.00 892.71 23.31 916.02 624.67 Rs.215.00

2.8 mm For Kuchha Road @

7 Ghata/Bakoli 40.35 0.00 40.35 247 3.0 687.34 624.86 665.21 0 0.00 665.21 3.23 668.44 628.09 3.13/Km

J.E. A.E. E.E. S.E.

Name of Quarry

Quarry Rate After Deduction of Loading

Charges

Less 15%

Bulkage

Total Amount

Total Amt.

Sales Tax 8%

Total Cost

Conveyance Charges (13-

5) ColumnAfter

deducting 10%C.P.

Name of the road :- Hisampur To Jhujhki L/R ( 2.10 KM)

EARTH WORK CALCULATION SHEET


Sl. Proposed Earth Work Average Area Length. Quantity inNo. Chainage Width Depth Cross Sectional Area in Sq.m in Mtr Cubic Mtr.

1 0 8.70 0.15 1.31 0.00 0.00 0.002 50 8.70 0.57 5.64 3.48 50.00 173.763 100 8.70 0.66 6.61 6.13 50.00 306.334 150 8.70 0.68 6.79 6.70 50.00 335.135 200 8.70 0.67 6.69 6.74 50.00 337.156 250 8.70 0.75 7.62 7.16 50.00 357.777 300 8.70 0.75 7.70 7.66 50.00 382.928 350 8.70 0.79 8.10 7.90 50.00 395.119 400 8.70 0.81 8.36 8.23 50.00 411.59

10 450 8.70 0.81 8.33 8.34 50.00 417.1111 500 8.70 0.79 8.10 8.21 50.00 410.7312 550 8.70 0.81 8.41 8.26 50.00 412.8713 600 8.70 0.82 8.44 8.43 50.00 421.3714 650 8.70 0.79 8.14 8.29 50.00 414.5715 700 8.70 0.86 8.96 8.55 50.00 427.4816 750 8.70 0.87 9.14 9.05 50.00 452.4117 800 8.70 0.88 9.26 9.20 50.00 459.8118 850 8.70 0.87 9.07 9.16 50.00 458.0719 900 8.70 0.88 9.24 9.15 50.00 457.6320 950 8.70 0.90 9.47 9.35 50.00 467.6821 1000 8.70 0.86 8.98 9.22 50.00 461.1522 1050 8.70 0.88 9.19 9.08 50.00 454.1523 1100 8.70 0.89 9.31 9.25 50.00 462.4324 1150 8.70 0.90 9.43 9.37 50.00 468.5525 1200 8.70 0.91 9.59 9.51 50.00 475.5826 1250 8.70 0.92 9.70 9.64 50.00 482.1927 1300 8.70 0.92 9.66 9.68 50.00 483.9628 1350 8.70 0.93 9.80 9.73 50.00 486.6129 1400 8.70 0.88 9.20 9.50 50.00 475.2030 1450 8.70 0.94 9.93 9.57 50.00 478.3131 1500 8.70 0.89 9.36 9.64 50.00 482.2432 1550 8.70 0.80 8.29 8.83 50.00 441.3333 1600 8.70 0.85 8.84 8.57 50.00 428.2834 1650 8.70 0.84 8.70 8.77 50.00 438.55

B1 D1 A1=B1d1+Sd2Sqm


35 1700 8.70 0.82 8.48 8.59 50.00 429.5236 1750 8.70 0.81 8.33 8.40 50.00 420.1037 1800 8.70 0.81 8.36 8.34 50.00 417.1138 1850 8.70 0.76 7.73 8.05 50.00 402.3239 1900 8.70 0.79 8.17 7.95 50.00 397.6440 1950 8.70 0.85 8.89 8.53 50.00 426.6041 2000 8.70 0.87 9.05 8.97 50.00 448.5042 2050 8.70 0.87 9.08 9.07 50.00 453.2743 2100 8.70 0.86 8.93 9.00 50.00 450.23

Total Quantity (in Cubic Mtr.) 17863.30



Name of the road :- Hisampur To Jhujhki L/R ( 2.10 KM)Unit in m.

CH. RL-C RL-R1 RL-R2 RL-R3 RL-L1 RL-L2 RL-L3 Av.RL F.L. Av.depth0 100.07 100.09 100.03 100.05 100.05 100.06 100.03 100.05 100.20 0.15

50 99.67 99.65 99.65 99.56 99.68 99.64 99.54 99.63 100.20 0.57100 99.54 99.54 99.56 99.51 99.56 99.55 99.52 99.54 100.20 0.66150 99.56 99.54 99.42 99.46 99.58 99.57 99.54 99.52 100.20 0.68200 99.56 99.60 99.60 99.52 99.48 99.53 99.44 99.53 100.20 0.67250 99.46 99.47 99.44 99.41 99.47 99.47 99.45 99.45 100.20 0.75300 99.48 99.46 99.46 99.41 99.47 99.45 99.39 99.45 100.20 0.75350 99.45 99.45 99.43 99.39 99.42 99.38 99.36 99.41 100.20 0.79400 99.42 99.40 99.43 99.36 99.41 99.37 99.34 99.39 100.20 0.81450 99.44 99.42 99.42 99.31 99.46 99.38 99.32 99.39 100.20 0.81500 99.42 99.39 99.44 99.47 99.41 99.39 99.36 99.41 100.20 0.79550 99.39 99.38 99.41 99.37 99.42 99.39 99.34 99.39 100.20 0.81600 99.41 99.39 99.40 99.34 99.39 99.39 99.36 99.38 100.20 0.82650 99.44 99.46 99.42 99.37 99.43 99.39 99.35 99.41 100.20 0.79700 99.35 99.35 99.36 99.30 99.38 99.35 99.29 99.34 100.20 0.86750 99.32 99.33 99.32 99.27 99.35 99.37 99.32 99.33 100.20 0.87800 99.35 99.33 99.32 99.30 99.33 99.32 99.26 99.32 100.20 0.88850 99.37 99.33 99.31 99.29 99.38 99.32 99.32 99.33 100.20 0.87900 99.35 99.35 99.33 99.29 99.32 99.31 99.27 99.32 100.20 0.88950 99.31 99.32 99.31 99.27 99.33 99.30 99.25 99.30 100.20 0.90

1000 99.37 99.35 99.33 99.30 99.39 99.35 99.28 99.34 100.20 0.86CH. RL-C RL-R1 RL-R2 RL-R3 RL-L1 RL-L2 RL-L3 Av.RL F.L. Av.depth

1000 99.37 99.35 99.33 99.30 99.39 99.35 99.28 99.34 100.20 0.861050 99.36 99.32 99.32 99.24 99.38 99.33 99.30 99.32 100.20 0.881100 99.34 99.32 99.30 99.26 99.35 99.32 99.29 99.31 100.20 0.891150 99.34 99.34 99.31 99.25 99.36 99.27 99.24 99.30 100.20 0.901200 99.32 99.31 99.29 99.27 99.33 99.31 99.19 99.29 100.20 0.911250 99.31 99.29 99.27 99.24 99.29 99.29 99.27 99.28 100.20 0.921300 99.32 99.31 99.31 99.27 99.29 99.27 99.21 99.28 100.20 0.921350 99.31 99.29 99.26 99.24 99.35 99.29 99.16 99.27 100.20 0.931400 99.36 99.34 99.34 99.31 99.34 99.29 99.26 99.32 100.20 0.881450 99.34 99.29 99.26 99.23 99.27 99.24 99.20 99.26 100.20 0.941500 99.34 99.34 99.32 99.25 99.36 99.29 99.25 99.31 100.20 0.89

1550 99.46 99.62 99.38 99.24 99.44 99.38 99.25 99.40 100.20 0.801600 99.36 99.36 99.34 99.30 99.38 99.37 99.34 99.35 100.20 0.851650 99.41 99.38 99.32 99.33 99.40 99.36 99.33 99.36 100.20 0.841700 99.40 99.39 99.40 99.35 99.38 99.41 99.33 99.38 100.20 0.821750 99.45 99.42 99.41 99.36 99.42 99.38 99.31 99.39 100.20 0.811800 99.41 99.38 99.36 99.25 99.45 99.45 99.43 99.39 100.20 0.811850 99.46 99.46 99.45 99.40 99.50 99.48 99.35 99.44 100.20 0.761900 99.44 99.44 99.42 99.40 99.41 99.39 99.34 99.41 100.20 0.791950 99.42 99.41 99.37 99.31 99.39 99.32 99.20 99.35 100.20 0.852000 99.37 99.37 99.34 99.26 99.36 99.35 99.28 99.33 100.20 0.872000 99.37 99.37 99.34 99.26 99.36 99.35 99.28 99.33 100.20 0.872050 99.40 99.37 99.34 99.27 99.37 99.36 99.29 99.34 100.20 0.862100 99.37 99.36 99.29 99.22 99.36 99.31 99.26 99.31 100.20 0.89

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40

L-Section of Hiampur To Jhujhki L/R

Chinage in m.

RL

in m

.

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40


Chinage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

2000

2050

2100

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40

L-Section of Hiampur To Jhujhki L/R II

Chainage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

2000

2050

2100

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40


Chainage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

2000

2050

2100

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40


Chainage in m.

RL

in m

.

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40


Chinage in m.

RL

in m

.

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40


Chinage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

2000

2050

2100

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40


Chainage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

2000

2050

2100

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40


Chainage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

2000

2050

2100

98.60

98.80

99.00

99.20

99.40

99.60

99.80

100.00

100.20

100.40


Chainage in m.

RL

in m

.

0 5 0 1 0 0 1 5 0 2 0 0 2 5 0 3 0 0 3 5 0 4 0 0 4 5 0 5 0 0 5 5 0 6 0 0 6 5 0 7 0 0 7 5 0 8 0 0 8 5 0 9 0 0 9 5 0 1 0 0 0 CH. 1 0 0 0 1 0 5 0 1 1 0 0 1 1 5 0 1 2 0 0 1 2 5 0 1 3 0 0 1 3 5 0 1 4 0 0 1 4 5 0 1 5 0 0 1 5 5 0 1 6 0 0 1 6 5 0 1 7 0 0 1 7 5 0 1 8 0 0 1 8 5 0 1 9 0 0 1 9 5 0 2 0 0 0 2 0 5 0 2 1 0 0 2 1 5 0 2 2 0 0

9 69 6 .5

9 79 7 .5

9 89 8 .5

9 99 9 .51 0 0

1 0 0 .5

L -Se c tio n o f F a rru k h a b a d Ne e wa lp u r Ug a rp u r Ro a d To Ka tri Bh imp u r L /R

Ch a in a g e in m.

RL

in m

.

0 5 0 1 0 0 1 5 0 2 0 0 2 5 0 3 0 0 3 5 0 4 0 0 4 5 0 5 0 0 5 5 0 6 0 0 6 5 0 7 0 0 7 5 0 8 0 0 8 5 0 9 0 0 9 5 0 1 0 0 0 CH. 1 0 0 0 1 0 5 0 1 1 0 0 1 1 5 0 1 2 0 0 1 2 5 0 1 3 0 0 1 3 5 0 1 4 0 0 1 4 5 0 1 5 0 0 1 5 5 0 1 6 0 0 1 6 5 0 1 7 0 0 1 7 5 0 1 8 0 0 1 8 5 0 1 9 0 0 1 9 5 0 2 0 0 0 2 0 5 0 2 1 0 0 2 1 5 0 2 2 0 0

9 69 6 .5

9 79 7 .5

9 89 8 .5

9 99 9 .51 0 0

1 0 0 .5

L -Se c tio n o f F a rru k h a b a d Ne e wa lp u r Ug a rp u r Ro a d To Ka tri Bh imp u r L /R

Ch a in a g e in m.

RL

in m

.

Name of the road :- FKD. KMG Rd. Neewalpur Ugarpur To Katri Gangpur via. Katri Dharampur L/R ( 3.33 KM)

EARTH WORK CALCULATION SHEET


Sl. Proposed Earth Work Average Area Length. Quantity inNo. Chainage Width Depth Cross Sectional Area in Sq.m in Mtr Cubic Mtr.

1 0 8.70 0.38 3.61 0.00 0.00 0.002 50 8.70 0.50 4.87 4.24 50.00 212.063 100 8.70 0.41 3.89 4.38 50.00 219.054 150 8.70 0.54 5.31 4.60 50.00 230.045 200 8.70 0.39 3.73 4.52 50.00 226.156 250 8.70 0.50 4.87 4.30 50.00 215.177 300 8.70 0.67 6.75 5.81 50.00 290.608 350 8.70 0.78 8.05 7.40 50.00 369.919 400 8.70 0.77 7.92 7.98 50.00 399.09

10 450 8.70 0.64 6.44 7.18 50.00 358.8511 500 8.70 0.66 6.65 6.54 50.00 327.0312 550 8.70 0.82 8.46 7.55 50.00 377.6813 600 8.70 0.45 4.31 6.38 50.00 319.1714 650 8.70 0.43 4.13 4.22 50.00 210.9515 700 8.70 0.44 4.24 4.19 50.00 209.2716 750 8.70 0.38 3.64 3.94 50.00 196.9117 800 8.70 0.65 6.52 5.08 50.00 254.0718 850 8.70 0.65 6.50 6.51 50.00 325.6119 900 8.70 0.78 8.06 7.28 50.00 364.0520 950 8.70 1.56 18.49 13.28 50.00 663.8621 1000 8.70 0.71 7.16 12.83 50.00 641.3322 1050 8.70 0.55 5.40 6.28 50.00 313.9623 1100 8.70 0.75 7.62 6.51 50.00 325.3624 1150 8.70 0.81 8.39 8.00 50.00 400.2525 1200 8.70 0.93 9.79 9.09 50.00 454.4726 1250 8.70 1.15 12.60 11.19 50.00 559.7027 1300 8.70 0.98 10.47 11.54 50.00 576.9128 1350 8.70 0.94 9.92 10.20 50.00 509.8129 1400 8.70 0.84 8.70 9.31 50.00 465.5130 1450 8.70 0.94 9.91 9.31 50.00 465.2931 1500 8.70 0.79 8.12 9.02 50.00 450.7732 1550 8.70 0.61 6.00 7.06 50.00 353.1233 1600 8.70 0.65 6.45 6.23 50.00 311.3834 1650 8.70 0.26 2.40 4.42 50.00 221.22

B1 D1 A1=B1d1+Sd2Sqm


35 1700 8.70 0.54 5.34 3.87 50.00 193.3236 1750 8.70 0.47 4.55 4.94 50.00 247.2337 1800 8.70 1.06 11.52 8.03 50.00 401.7238 1850 8.70 0.88 9.19 10.35 50.00 517.5739 1900 8.70 1.11 12.16 10.67 50.00 533.6540 1950 8.70 0.58 5.73 8.95 50.00 447.3341 2000 8.70 0.64 6.43 6.08 50.00 304.0542 2050 8.70 0.70 7.13 6.78 50.00 338.8743 2100 8.70 0.59 5.85 6.49 50.00 324.3144 2150 8.70 1.00 10.75 8.30 50.00 414.9945 2200 8.70 1.10 11.99 11.37 50.00 568.6146 2250 8.70 0.94 9.95 10.97 50.00 548.3847 2300 8.70 0.77 7.87 8.91 50.00 445.3348 2350 8.70 1.05 11.34 9.60 50.00 480.2049 2400 8.70 0.88 9.20 10.27 50.00 513.4050 2450 8.70 0.72 7.30 8.25 50.00 412.4251 2500 8.70 0.70 7.10 7.20 50.00 360.0952 2550 8.70 0.73 7.43 7.27 50.00 363.4153 2600 8.70 0.91 9.63 8.53 50.00 426.7154 2650 8.70 0.72 7.28 8.46 50.00 422.7755 2700 8.70 0.74 7.53 7.40 50.00 370.2356 2750 8.70 0.83 8.59 8.06 50.00 403.0957 2800 8.70 0.83 8.56 8.57 50.00 428.6558 2850 8.70 0.82 8.52 8.54 50.00 426.9459 2900 8.70 0.79 8.13 8.33 50.00 416.2860 2950 8.70 1.08 11.78 9.95 50.00 497.6261 3000 8.70 0.84 8.77 10.27 50.00 513.6662 3050 8.70 1.61 19.20 13.99 50.00 699.3263 3100 8.70 1.24 13.91 16.56 50.00 827.8564 3150 8.70 1.23 13.78 13.84 50.00 692.1965 3200 8.70 1.22 13.62 13.70 50.00 684.8866 3250 8.70 1.21 13.46 13.54 50.00 677.1267 3300 8.70 1.20 13.31 13.39 50.00 669.3868 3330 8.70 1.17 12.98 13.15 50.00 657.35

Total Quantity (in Cubic Mtr.) 28047.51





CH. RL-C RL-L1 RL-L2 RL-L3 RL-R1 RL-R2 RL-R3 Av.RL0 100.090 100.050 99.960 100.010 100.050 99.960 100.010 100.02

50 100.015 99.940 99.770 99.960 99.940 99.770 99.960 99.91100 100.010 100.025 100.170 100.300 99.990 99.775 99.810 100.01150 99.990 99.950 99.910 99.715 99.910 99.895 99.840 99.89200 99.990 99.925 100.100 100.280 99.790 100.110 100.130 100.05250 99.760 99.880 99.900 100.120 99.705 100.240 100.030 99.95300 99.840 99.865 99.800 99.605 99.880 99.780 99.745 99.79350 99.710 99.700 99.545 99.810 99.700 99.505 99.835 99.69400 99.895 99.835 99.520 99.645 99.850 99.520 99.685 99.71450 100.090 100.010 99.810 99.650 99.975 99.675 99.710 99.85500 100.040 99.990 99.985 99.660 99.955 99.570 99.660 99.84550 99.990 99.840 99.430 99.610 99.910 99.310 99.750 99.69600 100.170 100.080 100.040 100.040 100.040 100.065 100.065 100.07650 100.260 100.120 100.045 99.900 100.170 100.190 100.000 100.10700 100.400 100.255 100.150 99.680 100.200 99.920 100.080 100.10750 100.410 100.315 100.360 99.960 100.395 99.890 99.830 100.17800 100.100 100.040 99.800 99.970 99.925 99.735 99.785 99.91850 100.165 99.990 99.930 99.615 99.990 99.850 99.900 99.92900 99.760 99.635 99.825 99.775 99.610 99.845 100.115 99.80950 99.305 99.255 98.515 98.645 99.015 99.135 99.315 99.03

1000 99.915 99.885 99.835 99.785 99.695 100.085 100.045 99.89CH. RL-C RL-L1 RL-L2 RL-L3 RL-R1 RL-R2 RL-R3 Av.RL

1000 99.915 99.885 99.835 99.875 99.695 100.085 100.045 99.891050 100.110 100.200 99.645 100.015 100.265 100.260 99.920 100.061100 99.910 100.200 99.580 100.050 100.050 99.740 99.580 99.871150 99.770 99.950 99.550 99.850 99.890 100.140 99.570 99.821200 99.770 99.810 99.700 99.790 99.880 99.550 99.490 99.711250 99.460 99.600 99.570 99.390 99.490 99.475 99.540 99.501300 99.635 99.920 99.650 99.620 99.990 99.150 99.780 99.681350 99.900 99.940 99.630 99.570 100.005 99.280 99.800 99.731400 99.990 100.060 99.660 99.660 99.970 99.510 100.040 99.841450 99.870 100.100 100.100 99.180 99.910 99.480 99.630 99.751500 100.040 100.200 100.130 99.210 100.190 99.760 99.840 99.911550 100.050 100.230 99.570 100.190 100.220 100.300 100.170 100.101600 100.170 100.290 99.860 100.110 100.240 99.910 99.940 100.071650 100.620 100.670 100.300 100.040 100.770 100.420 100.470 100.471700 100.300 100.400 100.250 100.095 100.360 99.840 100.120 100.201750 100.370 100.440 100.235 100.260 100.470 99.930 100.240 100.281800 99.860 99.970 99.240 99.980 99.910 99.125 99.720 99.691850 100.030 100.080 99.750 99.620 100.090 99.590 99.940 99.871900 99.440 99.400 99.540 99.630 99.620 99.820 100.010 99.641950 100.390 100.450 100.040 100.100 100.440 99.490 100.270 100.172000 100.195 100.430 99.610 100.170 100.340 99.930 100.070 100.11

CH. RL-C RL-L1 RL-L2 RL-L3 RL-R1 RL-R2 RL-R3 Av.RL2000 100.195 100.430 99.610 100.170 100.340 99.930 100.070 100.112050 100.230 100.240 99.660 99.960 100.270 99.995 99.960 100.052100 100.220 100.240 99.840 100.310 100.350 100.070 100.080 100.162150 100.030 100.020 99.320 99.840 99.930 99.520 99.560 99.752200 99.600 99.750 99.890 99.870 99.500 99.400 99.540 99.652250 99.940 100.000 99.770 99.790 100.000 99.600 99.570 99.812300 100.060 100.200 99.970 100.000 100.180 99.690 99.770 99.98

2350 99.820 99.870 99.450 99.600 99.860 99.970 99.330 99.702400 100.050 100.090 99.850 99.895 99.960 99.575 99.675 99.872450 100.120 100.190 99.900 99.960 100.170 99.940 99.930 100.032500 100.160 100.230 100.170 100.200 100.230 99.650 99.690 100.052550 100.070 100.140 99.690 100.130 100.160 99.870 100.070 100.022600 99.855 99.915 99.395 99.925 99.925 99.875 99.955 99.842650 100.160 100.295 99.715 100.165 100.205 99.645 100.040 100.032700 100.085 100.095 99.475 99.905 100.245 100.250 100.015 100.012750 100.035 100.015 99.775 99.895 100.085 99.745 99.895 99.922800 99.985 100.005 99.785 99.885 100.125 99.795 99.885 99.922850 99.975 100.035 99.775 99.905 100.125 99.775 99.895 99.932900 100.015 100.015 99.895 99.985 100.095 99.815 99.895 99.962950 99.655 99.765 99.145 99.655 99.845 99.735 99.865 99.673000 99.895 99.915 99.605 99.380 100.165 100.180 100.200 99.913050 99.355 99.435 99.475 99.465 98.985 98.725 98.535 99.143100 99.455 99.495 99.595 99.665 99.445 99.435 99.455 99.513150 99.475 99.525 99.575 99.645 99.475 99.445 99.475 99.523200 99.545 99.495 99.525 99.655 99.465 99.505 99.505 99.533250 99.575 99.515 99.505 99.705 99.505 99.485 99.485 99.543300 99.605 99.545 99.605 99.645 99.525 99.465 99.465 99.553330 99.605 99.565 99.585 99.625 99.565 99.455 99.625 99.58

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000

L-Section of FKD. KMG. Rd. Neewalpur Ugarpur To Katri Gangpur via. Katri Dharampur L/R

Chainage in m.

RL

in

m.

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in

m.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

98.000

98.500

99.000

99.500

100.000

100.500

101.000

L-Section of FKD. KMG. Rd. Neewalpur Ugarpur To Katri Gangpur via. Katri Dharampur L/R II

Chainage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in m

.

20

00

20

50

21

00

21

50

22

00

22

50

23

00

23

50

24

00

24

50

25

00

25

50

26

00

26

50

27

00

27

50

28

00

28

50

29

00

29

50

30

00

30

50

31

00

31

50

32

00

32

50

33

00

33

30

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000

L-Section of FKD. KMG. Rd. Neewalpur Ugarpur To Katri Gangpur via. Katri Dharampur L/R III

Chainage in m.

RL

in m

.

Name of the road :- FKD. KMG Rd. Neewalpur Ugarpur To Katri Gangpur via. Katri Dharampur L/R ( 3.33 KM)Unit in m. Cross Section At Chainage 00 X-Section At 500F.L. Av.depth distance RL-Gra. RL-Farm. distance RL-Gra.

100.40 0.38 -9 100.01 100.01 L-3 -9 99.66100.41 0.50 -6 99.96 100.4 -6 99.985100.42 0.41 -3 100.05 100.4 L-1 -3 99.99100.43 0.54 0 100.09 100.4 C 0 100.04100.44 0.39 3 100.05 100.4 R-1 3 99.55100.45 0.50 6 99.96 100.4 6 99.57100.46 0.67 9 100.01 100.01 R-3 9 99.66100.47 0.78100.48 0.77100.49 0.64100.50 0.66100.51 0.82100.52 0.45100.53 0.43100.54 0.44100.55 0.38100.56 0.65100.57 0.65100.58 0.78100.59 1.56100.60 0.71

F.L. Av.depth100.60 0.71100.61 0.55100.62 0.75100.63 0.81100.64 0.93100.65 1.15100.66 0.98100.67 0.94100.68 0.84100.69 0.94100.70 0.79100.71 0.61100.72 0.65100.73 0.26100.74 0.54100.75 0.47100.75 1.06100.75 0.88100.75 1.11100.75 0.58100.75 0.64

F.L. Av.depth100.75 0.64100.75 0.70100.75 0.59100.75 1.00100.75 1.10100.75 0.94100.75 0.77

L-2

R-2

1 2 3 4 5 6 7

99.7

99.8

99.9

100

100.1

100.2

100.3

100.4

100.5

RL-Gra.

RL-Farm.

mailto:L-@

mailto:R-@

100.75 1.05100.75 0.88100.75 0.72100.75 0.70100.75 0.73100.75 0.91100.75 0.72100.75 0.74100.75 0.83100.75 0.83100.75 0.82100.75 0.79100.75 1.08100.75 0.84100.75 1.61100.75 1.24100.75 1.23100.75 1.22100.75 1.21100.75 1.20100.75 1.17

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in

m.

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in

m.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in m

.

20

00

20

50

21

00

21

50

22

00

22

50

23

00

23

50

24

00

24

50

25

00

25

50

26

00

26

50

27

00

27

50

28

00

28

50

29

00

29

50

30

00

30

50

31

00

31

50

32

00

32

50

33

00

33

30

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in m

.

RL-Farm.99.66

100.50100.50100.50100.50100.50

99.66

1 2 3 4 5 6 7

99.7

99.8

99.9

100

100.1

100.2

100.3

100.4

100.5

RL-Gra.

RL-Farm.-9 -6 -3 0 3 6 9

99

99.2

99.4

99.6

99.8

100

100.2

100.4

100.6

X _Section At 500m.

RL-Gra.

RL-Farm.

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in

m.

0 50 100

150

200

250

300

350

400

450

500

550

600

650

700

750

800

850

900

950

1000

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in

m.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in m

.

1000

1050

1100

1150

1200

1250

1300

1350

1400

1450

1500

1550

1600

1650

1700

1750

1800

1850

1900

1950

2000

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in m

.

20

00

20

50

21

00

21

50

22

00

22

50

23

00

23

50

24

00

24

50

25

00

25

50

26

00

26

50

27

00

27

50

28

00

28

50

29

00

29

50

30

00

30

50

31

00

31

50

32

00

32

50

33

00

33

30

97.000

97.500

98.000

98.500

99.000

99.500

100.000

100.500

101.000


Chainage in m.

RL

in m

.

-9 -6 -3 0 3 6 9

99

99.2

99.4

99.6

99.8

100

100.2

100.4

100.6

X _Section At 500m.

RL-Gra.

RL-Farm.

Design Discharge and Provision of Culverts

Sl. No. Name of Road/Chainage Catchment Area Culvert Provided Discharge (Cum/s)

1 Hisampur To Jhijhuki L/R1200m. 7.4 Ha. 1.0m. H.P. 1.67

1970m. 7.6 Ha. 1.0m. H.P. 1.68

2060m. 7.3 Ha. 1.0m. H.P. 1.66

2

560m. 7.4 Ha. 1.0m. H.P. 1.65

930m. 39.1 Ha. 1x3.0m. RCC 5.531278m. 15.4 Ha. 2x1m. H.P. 3.46

1400m. 1.73 Ha. Gul Culvert 0.52

1890m. 76.2 Ha. 2x5m. RCC Box -

2025m. 7.4 Ha. 1.0m. H.P. 1.65

2210m. 15.4 Ha. 2x1m. H.P. 3.46

3000m. 7.3 Ha. 1.0m. H.P. 1.63



FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri Dharampur L/R

Package SummaryP.I.U. -1, Farrukhabad District- Farrukhabad

Name of Plan-PMGSY (W-B)

Name of Road Cost of CD Total Cost

1 Hisampur To Jhijhuki L/R Kamalganj 2.10 3 50.48 2.97 53.45 3.09 56.54

2 Barhpur 3.33 8 98.37 23.81 122.18 4.90 127.08

Total 5.43 11 148.85 26.78 175.63 7.99 183.62



Sr. No.

Name of Block

Proposed length

No. of CD Works

Cost of Pavement

Total Cost of Road

Maintenance Cost

FKD. Neewalpur Ugarpur Rd. To Katri Gangpur via Katri

Dharampur L/R

DETAILS OF C.D.

P.I.U. -1, Farrukhabad District- FarrukhabadPackage No. UP2424 Name of Plan-PMGSY (W-B)

Name of Road Ist IInd IIIrd IVth Vth VIth VIIth VIIIth IXth Xth Total

13

1200 1970 2060

21.0m. H.P. 2x1m. H.P. Gul Culvert 1.0m. H.P. 2x1m. H.P. 8

560 930 1278 1400 1890 2025 2210 3000

Total 11



Sr. No.

Type of CD. HP or

RCC


Type & size of CD 1.0m.

H.P.1.0m. H.P.

1.0m. H.P.

Chainage of CD (m.)

FKD. Neewalpur Ugarpur Rd. To Katri

Gangpur via Katri Dharampur L/R

Type & size of CD 1x3m.

RCC2x5m.

RCC Box1.0m. H.P.

Chainage of CD (m.)