OFFICE OF THE ENGINEER-IN-CHIEF MADHYA PRADESH PUBLIC WORKS DEPARTMENT

27-28 Niriman Bhawan Arera lills,Bhopal (M.P,) . Website: www.mppwd.gov.in Bmail: pwdbhop@mp.nic.in

Tel: No. 0755-2551485, Fax 2556527

No. SOR/Road/Con/2019/a Bhopal, dated -01-2020

SCHEDULE Ör RATES KOR ROAD & BRIDG; WORKS (W.e.f, 29-08-2017 ERRATA/AMMENDMENT/ADDENDUM NO-07)

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The following ADDENDÜM is heréby issued in the SOR, for Road &Bridge

Works issued by The Engineer-in-Chief MP PWp we.f 29-08-2017 in the relevant

chapters 6 Cement Concrete and chapter: 8 TraficSigns, Markings & Olher Road

Appurtenances.

CHAPTER: 6.0. Cement Concrete

S.o.r. Item

Description of Ifëm

No. 6,17

30:00

Milling Dismiahtling of Existing bitumirnous surfac� (flexible pâvements) up to

Average de�pth of 50mm by way of mechanicál milling, including loading

of dismantled material and transportation of same to the: dumping

ground /place as directed bý the Engin�er in charge including àll lead and

lift. Note:- This item shal! be ineluded in the DPR and exccuted with prior

written permission from the B-in-c MMPPWD.

Cement Çoncrete Pavement M-40 grade for Conventional White

Topping.(Thickn�ss 200 mm or more)

Providing and laying Conventional white Topping a_ per IRC:SP:76-2015

Over bituminious surface(EXIsting bitüminous surface prepared if|

necessary, either by milling or leveling course to be done: with.

BM/DBM/DLC to correct surface profile and to be paid separately) as

Cement Concret� Pavement, Construction. of un-reinforced, 'dowel

Jointed, plain cement concrete pavemènt f

prepared sub base, coarge and fine aggregate conformiñg to IS 383, ]

maximum size of.coarse aggregate not exceeding 31.5 mim, mixed' în a

batching and mixing plant as per approved mix design, transported:to|

site, laid with a slip form paver, spread, compacted and finished, Inä

continuous operation lincluding.provision of epansion Jojnt, constructlon

joint, separation membrane, admixtures as appröved, curlhg compound,|

finishing to lines and grades as per drawing as per IRÇ 15 2017 and as per

relevant clauses of MORTH&H Speclficatlons of section 600. complete

but exclyding cost of steel In dowe!l bar ánd tlerodsetc complete.

Note:- This item shall be included Im thhe DPR and oxecuted iwith prior

written permissiojn from the E-li-¢ MPPWD.

**

Cum 5006.00

6.18

10 grad� concrete over a

Cement Concrete Pavement M-40 grade for 1 hin Thickness greater than 100 n and less than 200 nn Providin and laying Thin white Toppin LInous surface (Existing bituminous surface prepared if necessanyetner by milling or leveling course to be done with BM/DBM/DLC to Orect Surtace. profile and to be paid separately) as Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement COncrete pavement M-40 grade concrete over a prepared sub Daste Odrse and,tme aggregate conforming to Is 383, maximum.size of coalse EEregatehot exceedlng 31.`mm, mixed ln å batching and mlxing plant ds per approved mix design, transported to site, laid with a slip form paver, spread, compacted ánd finished including provislon of expanslón joint, constYuction joint, admixtur 3pproved, curing conmpgund, finishing to lines and grades as per drawing as per RC 15 2017,and as per relevant, clauses of MORTH&H specifications of aection 600 Gomplete but excluding cost of steel in dowel bar ànd tie rods,etc.complete. Note I: This item shall ,be included in the DPR and executed with prior written permission from tlic E-in-c MPPWD, Note 2 If +ber are to be used as per mix design the same shall De

paid separately as per.item no 6.22. Cement Concrete Pavement M-40 grade for Ultra Thin White Topping u (Thickness equal to or less than 100 mm)

White Topping | CUm S1

ping as per IRC:SP: 76-2015 Over

Ih a continuous operation

6:20

Providing änd laying' UItra Thià white Topping bituminous surface ( Existing bituminous surface prepared if necessary either by mËlling or leveling course to be done with BM/DBM/DLC to correct surface profile and to be paìd separately) às Cement Conicrete Pavement (Construction of un reinforcëd, dowel jointed, plain cement

concrete pavement:M-40 grade conçrete over a prepared sub base, | coarse and finë aggreg�te conforming to IS 383, maximum size of çoarse aggrègate not exceeding 31.5 mm, mixed iD a batching and mixing plant as per approved mi design, transported to site, aid with a slip form

paver, spread, ompacted and finished in a continuous operation including prôvision of expansion joint, construction Joint, admixtures a[ approved, curing compound, finishing to lines and grades as per, drawing

as per 1RC 15 2017 and as per relevant clausès of

specifications of seçtion 600 complete but excluding cost of steel in

dowel bar and tie rods etc complete. Note 1:This item shall be included in the DPR and executed ivith

prior written permission from the E-in-c MPPWD: *"

Note 2if fiber are to be used as per mix design the same shall be

paid separátely às per iten1 n0, 6.22. Providing groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC

White topping within 8-10 hrs ot placing/ finishing of PgC Including cost of

cutting. machine, 8enerators, Handlng Operatión and Malntehance

machinery, blades, coolant etc, including cleanlng of groove and providing

approved sealant f1ling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006,

induding cost of conveyance of all materlals labour, lead and lift charges and all

other incidental charges as per drawing and as per specification.

Providing and mixing fiber mesh stealth e3 Flber meash 150 multi

dimensional polypropylene/polymeric fibers contains n0 reprocessed olefin materlals

and are specifically manutactur�d for use as concrete secondary

reinforcement. Application per cubic meter shall be @ 0.9 kg to 1.8 kg per

cum of concrete. iber mesh Steatth e3 Shall confirm to ASTM.C 1116|

jer IRC:SP: 76-2015 Over

MORTH&H

rmt 92 6.21

of

Cum 360.00

6.22 graded multifilament 100% virgin macro

L TYPE 111.4.106

CHAPTER:8.0 Traffic Sipns, Markings & Other Road Appurtena Descriptionof ltem S.O.T Itcm No. 8,35

Unit Rate

RCC iormation board with RCC M 23 Provlding fixlog: and' erecting 7100.00 each

POsts (2 nos:)" of slze 140 x120X2/50 mm RCC M-25 plate of slze shall be wih'groove ät top of slze 90x 60

,

120x900 x 35mm The pos x 40 mm. sothat ne p 1650 x 900 x 60d mm size Including

plate is fixed inslde Je it. Both posts are fixed Jolntly with M-15 concrete of size 165 900 x 600 excavation in all typés of soil incluc Synthetic enam�l paint in all shac

fixing High Intensity

Juding painting of Post and plate with hades and also including providing and micro pYismati� n retro reflective sheëting (Type 50 mm wide around both sid� ofthe board and two places in each

post (preferably at 30cm ànd r respectivelyiaböve röad level) All work shall be as per MORI&ecifications and as per drawing including all material, labour, lead T&P ete complete. ..

Note: This Ireni is to bie used on Village road 'only. 3

.

Fhe above endum shâll bè efectivefrorh 10I-2020 T2;

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(Er. RK. Mehra) Engineer-in-Çhief

MPPWD, Bhopal Bhopal, dated 17-01-2020

Endt. No. SoR/Road/Comm /2019/323 Copy is foivard�d to: '

A to Hon'5le Minister,PWD Bhopal. The Principal Secretary, Gov of M.P. MPPWD, Bhopal.

The Director General (Road Devclopment), Ministry of Road Tránapot & Highway (Röad

Wing), Tärispört, Neiw Dëlhi. The Secretary to tië Govt, ofMP PWD, Bhöpal. The. Chief Téchnical Examiner, MPBhopalk

The Commis_ioner, Hóusing & Environmen, Bhopal.

The Accountant General, MP Gwaliör/ Bhopal. The Secretäry, Lokaýükta, MP Bhopal. The EngiFeer in Chief, MPRDG; Bhopal.

The Engineer in Chief, Rural Engineer Services MP Bhopal.

All Chief Engineers MP PW. The Superinteriding Engineer, Capital Proje t Circle, CPA Bhoópäl.

AI Superintcnding Engincer MPWD,

All Executive Engineer, MP PWD,..

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Engineer-in-Chief MP PWD, Bhopal

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