TRAINING REPORT

On

A PROJECT ON ROAD WIDENING AND UPGRADATION

Submitted for partial fulfilment of Awards of

BACHELOR OF TECHNOLOGY

IN

CIVIL ENGINEERING

2017

BY

Pradeep Yadav

(1342100038)

SURYA SCHOOL OF PLANNING ENGINEERING AND MANAGEMENT

Lucknow

Affiliated to

Dr. A.P.J. Abdul Kalam Technical University,Lucknow

DEPARTMENT OF CIVIL ENGINEERING, SSPEM

ACKNOWLEDGEMENT

In our training period, we had to take the help and Guideline of a Respected

Person, who deserve our greatest gratitude. The completion of this training

gives us much pleasure. We would like to expand our deepest gratitude to all

those who have indirectly guided us in summer training.

Many people, especially our team members itself, have made valuable comment

suggestion on this proposal which gave us an inspiration to improve our

training. We thank all the people for their help directly and indirectly to

complete our trainning.

(SIGNATURE)

DECLARATION

In the city Chandauli the detailed work related to broadening and making rigid of the 41 KM Chandauli-Saidpur (SH-69) way is mentioned in the no.(1) 8/1/16 to avoid the conjunction on Chandauli-Saidpur road in date 18/7/2016, from change 4.697 to 12.700m to this way completely under taken by public work department , a body of Government Of Uttar Pradesh.

We declare that this written submission represents ours ideas in our own words and where others’ ideas or words have been included, we have adequately cited and referenced the original sources. We also declared that we have adhered to all principles of academic honesty and integrity and have not misrepresented or fabricated or falsified any idea/data/fact/source in my submission. we understand that any violation of the above will cause for disciplinary action by the institute and can also evoke penal action from the sources which have not been properly cited or from whom proper permission has not been taken when needed.

Pradeep Yadav

SPECIFICATION

All the works shall be carried out as per P.W.D/M.O.R.T and H.IRC detailed specifications and as per latest instructions received from engineer in chief U.P.P.W.D., Chandauli.

INTRODUCTION

Complete the project in the specified time horizon and allocated cost. Deliver value to the customers by providing excellent customer support.As well as we know that P.W.D is the another construction of all construction it will stand after 150 years in the Indian culture to make the faboralors structure , and they will develop in accordance of engineer and architecture .Roads are an integral part of the transport system. A country’s road network should be efficient in order to maximize economic and social benefits. They play a significant role in achieving national development and contributing to the overall performance and social functioning of the community. It is acknowledged that roads enhance mobility, taking people out of isolation and therefore poverty. In China for instance, the government has popularized this belief by emphasizing that for any economy to develop, transport must start off first which will later stimulate other sectors to develop in an orderly fashion CD When military officers receive an order to check an area for the safety of the citizens, they will need roads to get there as soon as possible. By that way people can stay at their houses safe and sound. So people will love the their leader and obey the laws of our country Surya School Of Planning & Engineering Management

CONTENTS

OBJECT-1(ROAD WIDENING)

1.ACKNOWLEDGMENT

2. DECLARATION

3. SPECIFICATION

4.INTRODUCTION

5. DETAIL OF MEASUREMENT

6. PROJECT DRAWING

7. MAP

8. BILL OF QUANTITY

9. RESPONSIBILITY AND OBJECTIVE OF THE PROJECT

10. CONCRETING

11. ABSTRACT OF COST

12. ON SITE EXPERIMENT

a. DETERMINATION OF PENETRATIONb. CONPRESSIVE STRENGTH OF CONCRETE

13. CONCLUSION AND RESULT

14. SITE SAFETY

15. EXPERIENCE

DETAIL OF MEASUREMENT

Name of Items No. Dimension Quantity

L B H/D

1 construction of subgrade

And earthen shoulder with

Approved material obta-

-ined from borrow-

-pits with all lifts and leads

Spreading grading to

Required slope and compacted

To meet requirement of

Table 300-2 as per MORTH

IN CLAUSE NO 305

Km 11L.H.S 1*1 1022.00 6.111 .54 3371.99

R.H.S 1*1 700.00 4.47 .54 1689.6

R.H.S 1*1 322.00 6.11 .54 1062.4

Km 12 L.H.S. 1*1 520.00 6.11 .54 1715.6

R.H.S 1*1 850.00 5.2 .54 2386.8

Km 13 L.H.S. 1*1 700.00 3.87 .54 1462.8

R.H.S. 1*1 700.00 6.11 .54 2309.5

TOTAL = 14925.6 Cum

construction of subgrade

And earthen shoulder with

Spreading grading to

Required slope and compacted

To meet requirement of

Table 300-2 as per MORTH

IN CLAUSE NO 305

Km 11 R.H.S. 1*1 700 1.64 1.20 1377.6

Km 12 L.H.S. 1*1 330 0.91 1.2 360.3

Km 13 L.H.S 1*1 700 2.24 1.05 1646.4

TOTAL=3384.36

2earthwork in excavation of

Foundation of structure as per

Drawing and technical specification

Including setting out construction of

Soring and breaking removal of stumps

And other deleterious matter dressing

Of side and bottom backfilling the

Execution earth to the extent

Required and utilising the remaining

Earth locally for road work as per

MORTH clause 304

For drain .9*2 2572 1.5 1.8 13275.38

For duct .9*2 2592 1.20 1.05 5878.60

TOTAL=19154.03cum

3.)removal of universable soil including

Excavation loading and disposal upto

8000M.T.S. lead but excluding

Replacement by suitable soil which

Shall be paid separately as per clause

305 14925.6-3384.3 =11541.26

19154*2/3 =12769.

PROJECT SITE LOCATION

BILL OF QUANTITY

Name of work : Widening and strengthening of Chandauli-Sakaldiha-Saidpur road (SH-69) in 41 KM

S.No. Name of item Qty. Unit Rate Amount

1. Construction of subgrade and earthen

Shoulder with approved material obtained

From borrowpits with all lifts and leads ,

Spreading ,grading to requireds slope. 14925.66 cum 18.00 268661.6

2 earth work in excavation of foundation of

Structures as per drawing and technical

Specification including settimgout ,

Construction shoring and brasing,removal of

Stumps and other deleterious matter. 19154.03 cum 93.64 1793583.7

3. removal of unserviceabale soil including

Excavation ,loading and disposal. 24310.62 cum 77.00 1871917.7

4 construction of granular subbase by

Providing close graded material ,spreading in

Uniform layer with motor grader on prepared

Surface . 7857.46 cum 3107.00 24413128

5. providing, laying and spreading of graded

Stone aggregrate to wet mixed macadam after

Mixing with four percent cement with water. 3142.98 cum 3755.00 11801904

6 providing and applying primer coat with

Bitumen emulsion on prepared surface of

Including cleaning of road surface . 28857.84 sqm 38.49 1110738

7 providing and applying tach coat with VG-10

Using bitumen distributer on surface. 65683.84 sqm 24.85 2129243.4

8 providing and lying dense graded bituminous

Macadum with 100 T.P.H. batch type H.M.P.

Producing an average output using crushed

Aggregrates of specified grading ,premixed

With bituminous binder as per jobmix and

Transporting the hot mixed toward worksite 2606.79 cum 11200.03 29196132.9

9 plain cement concrement 1:3:6 nominal mix

In foundation with crushed aggregrate 40 mm

Nominal size mechanically mixed, placed in

Foundation and compacted by vibration including

Curing for 14 days . 668.72 cum 5426,19 3628601.78

10 furnishing and placing reinforcement ,cement

Concrete M-20 in superstructure as per drawing

And technical specification . 6511.46 cum 6704.39 43655355.5

11 supplying fitting and placing HYSD bar

Reinforcement in superstructure complete

As per drawing and technical specification. 517.68 MT 62810.28 32515760

12 construction of subsurface drain with pipe

Of 110 mm think,over laid with pre cast

Concrete tiles in cement mortar 1:3. 925.92 RM 367.00 339812.64

13 construction of footpath over R.C.C slab

100mm thick over laid with pre-cast concrete 12602.80 sqm 778.00 9804978.40

RESPONSIBILITY AND OBJECTIVE OF THE PROJECT Whole construction work shall be carried out as per PUBLIC WORK DEPARTMENT /M.O.R.T. and H./I.R.C. and all the construction work related to this project controlled by these government organisation .

1. With the help of this project the entire way of Chandauli-Gazipur Highway is divided into six lanes which give results to avoiding all jam conditions in Chandauli.

2. This project is also considered as to provide proper convenience to moving traffic from Chandauli-Saidpur and viceversa.

3. In this project work there are also considered the work of expanding the electric system in Chandauli and as well as to take care off general public from any disturbance in convenience

4. In this project work there are also including the development of canal bridge at the Chandauli.

CONCRETING

1 Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per MORTH clause no. 408 for drain and duct.

2 plane/reinforced cement concrete M-20 in open foundation complete as per drawing and technical specification as per MORTH clause 1500.

3 construction of footpath over RCC slab 100 mm thick ,over laid with pre-cast concrete tiles in cement mortar 1:3 as per MORTH clause 409 The

ABSTRACT OF COST

Name of work – widening and strengthening of Chandauli-Sakaldiha-Saidpur road (SH -69) in km 41.

SL No.Item of work Amount in Rs.

PART A

1 cost of BOQ 220177679.91

2conten. 1% 2301776.80

3 CESS 1% as per G.O 2057000.00

4 Est. charges 6.875% as per G.O. 25790000.00

5 CDF (Cost DepriciationFund )@

1.5% as per G.O. 3085000.00

TOTAL A = 253311456.71

PART B = 47610269.00

GRAND TOTAL = 300921725.71

SAY = 2842.62 lacks

ON SITE EXPERIMENT1.DETERMINATION OF PENETRATION

STANDARDIS: 1203 – 1978

DEFINITION Penetration of a bituminous material is the distance in tenths of millimeter thatstandard needle will penetrate vertically into a sample under standard conditionsof temperature, load and time.APPARATUS

Standard Penetration apparatus A metal or glass cylindrical flat-bottomed container essentially with the following dimensions-For penetration below 225Diameter 55mmInternal depth 35mmFor penetration between 225 and 350Diameter 70mmInternal depth 45mm Needle shall be made up of straight, highly polished, cylindrical, hard steel rod. Water bath 10 liters capacity thermostatically Controlled and maintained withinthe temperature of 25 + 0.10C. Thermometer capable of reading temperature up to 250 0C.PROCEDURE Soften the material to a pouring consistency at a temperature not more than 60 0Cfor tars and pitches and not more than 90 0C for bitumen above the approximaterespective softening points. Stir it thoroughly until it is homogeneous and free from air bubbles and water. Pour the melt in to the container to a depth of at least 10mm in excess of theexpected penetration. Protect the sample from dust and allow it to cool in atmosphere at a temperaturebetween 15 to 30 0C for 11/2 to 2hours for 45mm deep container and 1 to 11/2hours for 35mm deep container. Unless otherwise specified carry out testing at a temperature of 25 + 0.1oC. Place it along with the transfer dish in the water bath at 25 + 0.10C and allow itremain for 11/2 to 2hours for 45mm deep container and 1 to 11/2 hours for 35mmdeep container. Fill the transfer dish with water from the water bath to a depth sufficient to coverthe mould completely. Remove the transfer dish along with the mould from water bath after specifiedperiod of time and put it upon the stand of penetration apparatus. Adjust the needle (previously washed, cleaned well with benzene and dried) just tomake contact with the surface of the sample. The sum of the weights of the needle, carrier and super imposed weights i.e. thetotal moving weight shall be 100 0.25grams. Bring the pointer to zero.Penetration test for bitumen. Release the needle for five seconds and measure the distance penetrated. The sum of the weights of the needle, carrier and super imposed weights i.e. thetotal moving weight shall be 100 0.25grams. Bring the pointer to zero.Penetration test for bitumen. Release the needle for five seconds and measure the distance penetrated. Make at least three determinations at points on the surface of the sample not lessthan 10mm apart and not less than 10mm from the side of the dish. After each test, return the sample and transfer dish to the water bath and wash theneedle with benzene and dry. In case of material of penetration greater than 225 make three determinations oneach of two identical test specimens using a separate needle for eachdetermination, leaving the needle in the sample on completion of each

determination to avoid disturbance of the specimen.REPORT Express the depth of penetration of the needle in tenths of mm. The value of penetration reported shall be the mean of not less than threedeterminations whose values do not differ by more than the difference givenbelowPenetration Maximum difference0 to 49 250 to 149 4150 to 249 6250 and above 8PRECISION The duplicate results should not differ by more than the followingPenetration Repeatability ReproducibilityBelow50 1 Unit 4 UnitsAbove50 3% of their mean 8% of their meanPRECAUTIONS If the sample contains extraneous matter, it should be sieved through I.S. Sieve 30(IS: 460-1962). To avoid over heating at the bottom of the container, use of an air oven or sandbath is recommended. While the needle is penetrating into the sample, if there is any movement of thecontainer, that determination shall be discarded.

2.COMPRESSIVE STRENGTH OF CONCRETE

concrete is generally subjected to compressive stress when used in the form of concrete or mortar .

APPRATUS-

For measuring the compressive strength of concrete ,there are used (universal testing machine)

In addition of these things , there are also used of

1 fineaggregrate sand .2 Cementing material (cement ).3 Clean water .4 Tampering road 5/8”inch

COMPRESSIVE STRENGTH OF 1:3 MORTAR

CURED FOR 3 DAYS-

Compressive strength =3300 psi

CURED FOR 3 DAYS- Compressive strength=5900psi

CONCLUSION AND RESULTS

After developing this project –

1 The entire way of Railway Crossing intersection is divided into 4 lanes which gives results to avoiding the all zam conditions in Chandauli

2 There are also considered as to provide proper convenience to moving traffic from Chandauli to Gazipur.

3. There are providing the well develop proper way , for the same industrial area like Mughalsarai , Ramnagar ,Chandhasi etc.

4. There are more saving of time and energy.

SITE SAFETY All visiotors and deliveries must to the site office. Safety helmets must be worn on this site. Safety footware must be worn on this site. High visibility garments must be worn on this site. Unauthorised entry to this site is strictly forbidden. No smoking on this site.

EXPERIENCE

This is very wonderful experiance . I felt very comfortable with engineers and labours at Chandauli site .The engineers detected to us sincerely all things and at govering any query and question they easely solve it with in simple words . there are also available the primary medical treatment at the site in the condition for any injuries and it is one of the most best condition at the site .

THANK YOU