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OFFICE OF THE CHIEF ENGINEER, PWD, RAJASTHAN, JAIPUR

No. : CE/PWD/SE(P&D)/EE(M&QC)/D-732 Dated : 19.02.2003

CIRCULAR NO. : 01/2003

The work of repair of berms on roads is being carried out under famine relief in

almost all the districts of the State. In this regard, it is enjoined upon all to strictly comply

with the following instructions:

The width of the berms should be kept minimum 2.5 Mtr. on all roads and may be

taken upto the maximum possible :width available at site. The berms should be kept true

in line with a camber of 4% and side slopes, of 2:1 i.e. 2 horizontal and 1 vertical. The

borrow pits should be located at the end of the road boundary in such a way that this

could work as a drain for the road.

The compaction of the berms should be done by mechanical roller if available in

the Divisions ?therwi8e it should strictly be compacted by using hand rammers.

(H.L. Meena) Chief Engineer P.W.D. Rajasthan, Jaipur No. : CE/PWD/SE(P&D)/EE(M&QC)/D-732 Dated : 19.02.2003

Copy to following for information and necessary action please:

1. The P.S. to Hon'ble PWD Minister, Govt. of Rajasthan. Jaipur.

2. The Secretary to Govt. PWD Rajasthan, Jaipur.

3. The Addl. Chief Engineer, PWD Zone, ................................ (All).

4. The Superintending Engineer, PWD Circle, ................................ (All)

5. The Executive Engineer, PWD Dn. ................................ (All)

6. The Sr. PA to CE (R) (NH)/All SE's & EE's in CE's Office.

7. PF/GF. (H.L. Meena) Chief Engineer P.W.D. Rajasthan, Jaipur

OFFICE OF THE CHIEF ENGINEER, PWD, RAJASTHAN, JAIPUR No. : CE/PWD/SE/(P&M)/D-547 Dated : 26.04.2005

CIRCULAR NO. 2/2005-06

Sub:- Construction of concrete roads in various schemes.

Cement Concrete Roads are being widely constructed under various schemes by the department. It is instructed to adopt the following IRC codes (Copy enclosed) for Construction of Cement Concrete Roads.

I.R.C. 15 - 2002 Standard specification and code of practice for construction Concrete Roads (Third revision).

I.R.C. 58 - 2002 Guidelines for the design of Plain Jointed Rigid Pavements for Highways (Second revision).

All Cement Concrete Roads be constructed as per provision of codes, proposals and estimates be prepared accordingly.

The provision of shoulders and side drains for drainage purpose should be included in the projects. Provision of service ducts should be made for laying Water supply, Electrical cables, Optical Fiber cables in these stretches.

CHIEF ENGINEER (ROADS) P.W.D. RAJASTHAN, JAIPUR No. : CE/PWD/SE/(P&M)/D-547 Dated : 26.04.2005 Copy submitted / forwarded to the following for kind information and necessary action please : 1. Private Secretary to Hon'ble Minister for P.W.D. and Parliamentary Affairs,

Rajasthan, Jaipur. 2. Private Secretary to Principal Secretary to Govt. P.W.D. Rajasthan, Jaipur. 3. P.S. to Chief Engineer & Addl. Secy., PWD Rajasthan, Jaipur. 4. Chief Engineer (NH) PWD Rajasthan, Jaipur. 5. Copy also to the following for information & necessary action ; (i) Addl. Chief Engineer, PWD Zone ................................ (All) (ii) Superintending Engineer, P.W.D. Circle ................................ (All) (iii) Executive Engineer, PWD Dn. ................................ (All) (iv) Addl. CE(HQ)/SE(R)/SE(P&M)/SE(BOT)/SE(S&S )/SE(SI&QC) TA-l/TA(NH).

CHIEF ENGINEER (ROADS) P.W.D. RAJASTHAN, JAIPUR

OFFICE OF THE CHIEF ENGINEER (ROADS), PWD, RAJASTHAN, JAIPUR

No. : F. 1(1)/P&M-II/Circular/D-1 2nd April, 2005

CIRCULAR NO. 1 OF 2005-06

Sub:- Use of Mineral Waste/over burden in construction of Buildings and roads.

Due to accelerated pace of mining activities in respect of several mineral deposits

spread all over the State, the road-side disposal of mineral waste/overburden is creating

traffic problems and environmental hazards.

Mines Department is also framing a Mineral Policy, in which they have suggested

the management of mineral waste i.e. disposal of mineral waste at suitable places and

use in construction of building and road works.

The over-burden/waste material of mines is available in different districts for different minerals. This waste/over-burden material may be tested chemically and

mechanically for suitability of use in building and road construction and material may be

used in civil construction works, if available economically, for the projects. By use of this

material the cost of projects would be economized and environmental problems will also

be solved.

CHIEF ENGINEER (ROADS) Copy submitted forwarded to the following for kind information / necessary action : 1. Private Secretary to the Hon'ble Minister for Public Works and Parliamentary Affairs,

Rajasthan. Jaipur. 2. Private Secretary to Principal Secretary to Government ,PWD, Raj, Jaipur. 3. Private Secretary to Principal Secretary to Govt. Industries Deptt. Raj., Jaipur. 4. Private Secretary to Secretary to Govt., Mines and Petroleum Deptt. Raj., Jaipur 5. P.S. to Chief Engineer & Add!. Secretary, PWD, Raj. Jaipur. 6. Chief Engineer (NH), PWD, Raj. Jaipur. 7. Director, Mines & Geology Ocptt. Rajasthan. Udaipur. 8. Copy to the following for information and necessary action : i) Addl. Chief Engineer PWD, Zone Jaipur-I / Jaipur-II / Aimer / Bikaner / Jodhpur

/ Kota / Udaipur. ii) Superintending Engineer PWD Circle ....................... (All) iii) Executive Engineer PWD Dn. ....................... (All) 9. Addl. CE (HQ)/ SE (Moni.)/SE(R)/SE(P&M)/SE (BOT)/SE(S&S) /TA-I, TA (NH).

CHIEF ENGINEER (ROADS)

OFFICE OF THE CHIEF ENGINEER, PWD, RAJASTHAN, JAIPUR No. : SE (P&M) 198 Dated : 11.03.2004

CIRCULAR NO. 1 / 2004

Sub.: Use of Crumb Rubber Modified Bitumen (CRMB) for wearing course on

roads under PMGSY.

In view of specific recommendations of Ministry of Rural Development,

Government of India, issued vide letter dated 14.11.2002, CRMB is being used for the

wearing course on the road works under PMGSY. To ensure improved performance by

use of CRMB in surfacing course (Generally premixed carpet), following points should

be strictly followed:

1. Only "Refinery Manufactured" CRMB should be used. It is mandatory to check

documents related to "purchase evidence" when the contractor had purchased such

product from refineries. Mixing of Crumb Rubber Modifier at site shall not be allowed

in any circumstances.

2. Properties of the CRMB should conform to IRC-SP:53-2002.

a) A test certificate for ensuring quality of CRMB should invariably be obtained

from the refinery with each consignment.

b) Properties of CRMB such as penetration, Softening point and elastic recovery

etc. should be regularly checked. Penetration and softening tests should be

done for each consignment and records are to be maintained properly.

3. Selection criteria for CRMB will be governed by clause 8.2 and Table-6 of IRC SP-

53-2002. Accordingly, based on tropical climatic conditions in (he State of

Rajasthan, CRMB-60 should be used as Binder in surfacing course.

4. The temperature requirement for CRMB is slightly higher than conventional

bituminous mixes & it should be strictly adhered to as specified in Table-8 of

IRC:SP:53:2002. It is reproduced below for ready reference.

Stage of work Temp. Range (OC)

a) Binder at Mixipo- 165-185

b) Mix at Mixing Plant 140-160

c) Mix at laying site 130-150

d) Rolling at laying site 115-135

5. As there are no clear guidelines about the storage life of modified bitumen, it should

be used in the least possible time after its procurement from refinery.

6. Multiple heating of CRMB shall be avoided to retain its premium properties.

Above instructions for use of CRMB for wearing coat in PMGSY works are to be

circulated to all the concerned technical staff and adhered to.

(H.L. Meena) Chief Engineer, P.W.D.

Copy to :

The Additional Chief Engineer, PWD Zone _____________________ (All).

The Superintending Engineer, PWD Circle _____________________ (All).

The Executive Engineer PWD Dn. _____________________ (All).

(H.L. Meena) Chief Engineer, P.W.D.

OFFICE OF THE CHIEF ENGINEER, PWD, RAJASTHAN, JAIPUR No. : CE/PWD/SE/(P&M)/D-419 Dated : 11.12.2006

CIRCULAR NO. 03 /2006

Use Of Portland Pozzolana Cement In

Cement Concrete Pavements

At present ordinary Portland Cement is being used in construction of cement concrete pavements on all kind of roads in Rajasthan.

Following Codes specifies that Portland Pozzolana cement confirming to I.S:1489 may also be used for cement concrete pavements.

1. IRC : 15 - 2002 - Standard Specifications and Code of Practice for Construction of Concrete Roads.

2. IRC : SP : 62 -2004 '- Guidelines for the Design and Construction of Cement Concrete Pavements for Rural Roads.

3. IRC: SP 68 - 2005 - Guidelines for Construction of Roller Compacted Concrete Pavements.

In view of the above guidelines in IRC Codes, it is hereby instructed to all Additional Chief Engineers / Superintending Engineers / Executive Engineers of the department that henceforth Portland Pozzolana cement confirming to IS: 1489 may also be used for cement concrete pavements being carried out by the department.

While using this Portland Pozzolana cement it must also be ensured by the concerned officers that the tests are conducted for the Portland Pozzolana cement and cement concrete as per relevant is Codes.

These instructions shall come into force with the immediate effect.

Chief Engineer cum Addl. Secretary P.W.D. Rajasthan, Jaipur No. : CE/PWD/SE/(P&M)/D-419 Dated : 11.12.2006 Copy forwarded to the following for information and necessary action ease: 1. P.S. to Hon'ble PWD Minister, Govt of Rajasthan, Jaipur. 2. The Principal Secretary to Govt PV\/D Rajasthdn, Jaipur. 3. Addl. Chief Engineer, PWD Zone _________________ (AlI). 4. Superintending Engineer, PWO Circ le_________________ (AlI). 5. The Executive Engineer, PWD Dn. _________________ (AlI). 6. Sr. P.A. to CE/CE(R)/CE(NH)/All SE's & EE's in CE Office, PWD, Jaipur

Chief Engineer cum Addl. Secretary P.W.D. Rajasthan, Jaipur

OFFICE OF THE CHIEF ENGINEER, P.W.D. RAJASTHAN, JAIPUR

No. CE/PWD/SE(P&M)/Circular/D-170 Dated : 29.052006


Safety in Excavation work in Buildings

It has been observed that proper precautionary measures are not being adopted for safety at the time of excavation of foundation for the buildings which results in loss of lives and money.

For proper safety, the work should be got executed keeping in view, the provisions contained in National Building Code of India 2005' and relevant IS codes to avoid any mishappening. Specific care should be given on the following points as given in the various Codes as under :

1. National Building Code of India 2005

(i) Type of Strata:- Adequate precautions depending on n e type of strata met with

during excavation (like quick sand, loose fills and loose boulder) shall be taken to

protect the workmen during excavation.

(ii) Overhang and Slopes:- During any excavation, sufficient slopes to excavated

sides by way of provision of steps or gradual slopes shall be provided to ensure

the safety of men and machine working in the area.

(iii) Fencing and Warning Signals:- Where excavation is going on, for the safety of

public and the workmen, fencing shall be erected, if there is likelihood of the

public including cattle frequenting the area. Sufficient number of notice board)

and danger sign lights shall be provided in the area to avoid any member of

public from inadvertently falling into the excavation.

(iv) Vibrations from nearby sources:- Vibration due to adjacent machinery,

vehicles, rail-roads, blasting, piling and other sources require additional

precautions to be taken.

2. Handbook on Construction Safety Practices (SP 70: 2001)

(i) Minimum check and clear edge of trench:-There is a tendency to dump the

excavated material just on the edge of the trench where excavation is done

manually. The material may slide back into the trench or apply additional load on

shoring. A provision of clear berm of a width not less than one third of the final

depth of excavation is recommended. In areas where this width of the berm is not

feasible, the reduced berm width of not less than I m. should be provided.

(ii) Plant and Machinery:- The excavating equipment should be parked at a

distance of not less than the depth of the trench, or at least 6 m. away from

excavated sides for trenches deeper than 6 m.

3. Excavation work-Code of Safety (lS 3764 : 1992)

(i) Shoring and Timbering :- All trenches in soil more than 1.5 meter deep shall be

securely shored and timbered.

These instructions should be followed strictly, otherwise concerned officer will be

responsible for the consequences.


No. CE/PWD/SE(P&M)/Circular/D-170 Dated : 29.052006

Copy forwarded to the following for information and necessary action ease:

1. P.S. to Hon'ble PWD Minister, Govt of Rajasthan, Jaipur.

2. The Principal Secretary to Govt PV\/D Rajasthdn, Jaipur.

3. Addl. Chief Engineer, PWD Zone _________________ (AlI).

4. Superintending Engineer, PWO Circle_________________ (AlI).

5. The Executive Engineer, PWD Dn. _________________ (AlI).

6. Sr. P.A. to CE/CE(R)/CE(NH)/All SE's & EE's in CE Office, PWD, Jaipur


OFFICE OF THE CHIEF ENGINEER, P.W.D., RAJASTHAN, JAIPUR

No: CE/PWD/EE(M)/ 476 Dated: 14-11-2002

CIRCULAR NO. Q 22

Use of Polymer/Rubber Modified Bitumen confirming to specifications given in IRC-SP:S3-2002 on heavily trafficked sections of National Highways and on other centrally sponsored schemes has been suggested by Ministry of Road Transport & Highways. A copy of their letter No.RW/NH/33041/3!2001-8&R Dated 13.06.02 and subsequent letter No.RW/NH-33044/10/2000-S&R Dated 26.09.02 are enclosed. The Ministry of Rural Development has also suggested the use of Polymer/Rubber Modified Bitumen for the road works under the Pradhan Mantri Gram Sadak Yojana (PMGSY) vide their letter No.DO#T 02012002/NRRDA Dated 10.10.2002 (Copy enclosed).

While using modified bitumen the following guidelines should be adhered to :

1. Only Refinery Manufactured modified bitumen should be used. It is mandatory to check. Purchase Evidence that modified bitumen has been purchased from refineries. Mixing at site should not be allowed in any circumstances.

2. Properties of the modified bitumen should confirm to'IRC-SP:53-2002.

3. Random Samples from each lot of modified bitumen received shall be tested at approved laboratories

4. ALL TESTS FOR BITUMEN LIKE PENETRATION, SOFTENING POINT," ELASTIC RECOVERY, FLASH POINT, SEPARATION ETC. SHOULD' BE CARRIED OUT AS PER NORMS.

5. A good and efficient surface and sub surface drainage shall be ensured for a long lasting and strong pavement.

6. Performance of the pavement shall be monitored on regular basis. The performance report shall be sent to this office every six months.

The receipt of this circular may please be acknowledged

H.L. Mina Chief Engineer, PWD Rajasthan, Jaipur Copy forwarded to the following for information and necessary action. 1. P.S. to Hon 'ble PWM Govt. of Rajasthan, Jaipur. 2. P.S. to Secretary PWD Govt. of Rajasthan, Jaipur. 3. P.S. to C. E.I C.E. (R) / C.E. (N H). 4. Addl. Chief Engineer PWD Zone___________________________. 5. Superintending Engineer PWD Circle________________________. H.L. Mina Chief Engineer, PWD Rajasthan, Jaipur

OFFICE OF THE CHIEF ENGINEER PWD, RAJASTHAN, JAIPUR

NO.CE/PWD/EE/(M)/228 Dated : 8th, May, 2002


It has been observed that the material to be used for granular sub base I shoulders is usually quarry-rubbish, gravel. moorum, kankar etc. But it has been further

noticed that the material does not confirm to the specifications as laid down in the clause 401.2.1, 401.2.2 and grading requirements as per Table 400-1 & 400-2 of

specifications of Road & Bridge works (MORTH).

It. is therefore enjoined upon all the field officers of the department to ensure the use of granular material for construction of sub base 1 shoulders should comply to the

requirements like gradation, liquid limit. P.I. value &. C.B.R. value etc as per requirements laid down in the specifications of Road & Bridge works ( MOR TH) .

It is further clarified that "Close graded granular material as per grading

prescribed in the Table No. 400-1 should be used for shoulders or in case of wearing. surfaces" and the "Coarse graded granular material as per grading prescribed in the

Table No. 400-2 should be used for granular sub-base to be overlaid by WBM surface." (H.L. Mina) Chief Engineer cum Addl. Secy. PWD Rajasthan, Jaipur. Copy to the following for information and necessary action please : 1. The P.S. to Hon'ble PWD Minster ,Govt. of Rajasthan, Jaipur. 2. The Secretary to Govt. PWD Rajasthan, Jaipur. 3. The Addl. Chief Engineer, PWD Zone .............................. (All) 4 The Superintending Engineer, PWD Circle... ......................(All) 5. The Executive Engineer PWD On. .. ................................... .(All) 6. The Sr. PA. to CE(R)/(NH)/OSD/AII SE’s & EE's in CE's office. 7. PF/GF. (H.L. Mina) Chief Engineer cum Addl. Secy. PWD Rajasthan, Jaipur.

OFFICE OF THE CHIEF ENGINEER, PWD RAJASTHAN, JAIPUR No.: CE/PWD/EE(M)/164 Date: 16.04.02

CIRCULAR No. 12/2002 Sub. : Strengthening of existing SIT road by WSM layers.

It has been observed that in many road works the strengthening' of existing pavement has been proposed by laying WBM layers over the existing thin . bituminous wearing course. Instead of item for complete picking out of existing thin bituminous wearing course, the item of cutting 50mm X 50mm furrows at an angle of 45° to the controlling of the pavement at 1mtr interval is taken, which is not correct as per prevailing atmospheric conditions in Rajasthan.

After consideration of the specifications, it has been decided that laying of WBM course over existing thick. bituminous layer may be avoided as far as possible since it will create problems of internal drainage of the pavement at the interface of two .courses. Further only, the item of completely picking out thin bituminous wearing course be taken where WBM is proposed to be laid over it. The item of cutting 50mm X 50mm furrows at an angle of 45° to the central line of the pavement at one mtr. Interval should not be taken. In the estimates in future.

Please acknowledge the. receipt of this circular immediately. (H.L. Mina) Chief Engineer cum Addl. Secy. PWD Rajasthan, Jaipur.

Copy to the following for information and necessary action :

1. The P.S. to Hon'ble PWM Govt. of Rajasthan, Jaipur.

2. The Secretary to Govt.. PWO, Rajasthan, Jaipur.

3. The Addl. Chief Engineer, PWD Zone_______________________(All).

4. The Superintending Engineer, PWD, Circle_______________________ (All).

5. The Executive Engineer, PWO, Dn. _______________________(All).

6. The Sr. PA to CE (R)/(NH)/ OSD/All SE's & EE's in CE's Office.

7. PF/GF.

(H.L. Mina) Chief Engineer cum Addl. Secy. PWD Rajasthan, Jaipur.

OFFICE OF THE CHIEF ENGINEER, PWD RAJASTHAN, JAIPUR

No.: CE/PWD/EE(M)/247 Date : 21.05.2002

CIRCULAR No. 12/2002

WIDENING OF EXISTING ROADS

It is observed that widening works are being executed without giving proper. attention towards its method of construction. It is therefore essential to follow the sequence of operations adopted in widening works as mentioned below:

(i) The existing shoulders should be excavated to their full width up to .the sub grade level. While doing so care shall be taken to see that no portion of the existing pavement should be loosened or disturbed. If the existing pavement gets disturbed or loosened, it shall be dismantled and cut to a regular shape with sides vertical and the disturbed/loosened portion removed completely and relaid at the cost of the contractor.

(ii) Before proceeding with the laying of the pavement courses, the shoulders should be rebuilt in layers in reduced width depending on the extent of widening, the compacted thickness of each layer corresponding to the compacted layer of the pavement course to be laid adjacent to it.

(iii) After. compaction, the inside edges of the shoulders should be t:rin1nied vertical and the included area cleaned of all spilled materia1. The construction of the pavement layer could then follow. This procedure is suggested with a view to ensuring full lateral play of the roller for achieving the desired compaction of the different pavement courses as also the shoulders layers.

(iv) It is therefore enjoined upon all the concerned officers that the points brought out above may be kept in view while executing all widening works in future.

(H.L. Mina) Chief Engineer cum Addl. Secy. PWD Rajasthan, Jaipur. Copy to the following for information and necessary action please : 1. The P.S. to Hon'ble PWD Minister, Govt. of Rajasthan, Jaipur 2. The Secretary to Govt. PWD Rajasthan, Jaipur 3. The Addl. Chief Engineer, PWD Zone…………………………………..(All) 4. The Superintending Engineer, PWD Circle………………………………….. (All) 5. The Executive Engineer PWD Dn. ………………………………………… (All) 6. The Testing Officer PWD…………………………………………………….(All) 7. The Sr. P.A. to CE® /(NH)/OSD/AII SE's & EE's in CE’s office. 8. PF/GF. (H.L. Mina) Chief Engineer cum Addl. Secy. PWD Rajasthan, Jaipur.

OFFICE OF THE CHIEF ENGINEER, PWD, RAJASTHAN, JAIPUR No.: CE/PWD/EE(M)/246 Date: 21.05.2002

CIRCULAR No. 7A/2002

It is usually observed that the performance of the gravel roads properly compacted by roller is better than the W.B.M. surface road which has not been overlaid by BIT surface. Due to flow of regular traffic it is observed that the W.B.M. surface is worn out after some time leaving pot holes on the existing W.B.M. surface.

It is therefore enjoined upon all the concerned officers of the department, that W.B.M. construction should be taken up only, when B/T surface is to be immediately overlaid upon it. In rest of the cases, the construction of gravel roads should .be opted and rolling should be done over gravel surface every alternate year, till these are upgraded to B/T surface.

Please acknowledge the receipt of this circular immediately. (H.L. Mina) Chief Engineer cum Addl. Secy. PWD Rajasthan, Jaipur.

Copy to the following for information 'and necessary action please.:

1. The P.S. to Hon'ble PWD Minister, Govt. of Rajasthan, Jaipur.

2. The Secretary to Govt. PWD Rajasthan, Jaipur.

3 . The Addl. Chief Engineer, PWD Zone…………………………….…(All)

4. The Superintending Engineer, PWD Circle…………………………..(All)

5. The Executive Engineer PWD Dn., …………………………………..(All)

6. The Testing Officer PWD ………………………….. ……………….(All)

7. The Sr. P.A. to CE®/(NH)/OSD/All SE's & EE's in CE's office.

8. PF/GF. (H.L. Mina) Chief Engineer cum Addl. Secy. PWD Rajasthan, Jaipur.

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