ABSTRACT FOR COMMON SCHEDULE OF RATES 2018-19 … · COMMON SCHEDULE OF RATES 2018-19 (Applicable...

GOVERNMENT OF MAHARASHTRA

WATER RESOURCES DEPARTMENT

ABSTRACT

FOR

COMMON SCHEDULE OF RATES 2018-19

(Applicable from 16/08/2019)

DETAILS OF COMMITTEE FORMED FOR PREPARATION OF COMMON SCHEDULE OF RATES FOR 2018-19 (Reference - Government Resolution Marathi No.MIS-2212/(343/12)/MI-2

Mantralaya Mumbai 400032 dated 05/07/2014)

1) C.E.(SP), W.R.D., Pune - President

2) C.E. Kokan Region, W.R.D. Mumbai - Member

3) C.E.(SP), W.R.D., Amarawati - Member

4) C.E. & C.A. (CADA) Aurangabad - Member

5) C.E.(WR), W.R.D., Nagpur - Member

6) C.E. Koyana Project, Pune - Member

7) C.E. (Mechanical), W.R.D. Nasik - Member

8) S.E. Thane Irrigation Circle, Thane - Member

9) S.E. Kukadi Irrigation Circle, Pune - Member Secretary

DETAILS OF SUBCOMMITTEE FOR PREPARATION OF COMMON SCHEDULE OF RATES FOR 2018-19

Sr.No. Component of work Members of subcommittee (1) Additional Lead Charges of all

Materials Up to 500 Km & Lift Charges by Head Load

CO-ORDINATOR C.E., Koyna, Pune. MEMBERS S.E. Mechanical Circle, Pune

(2) Excavation & Embankment CO-ORDINATOR C.E.(SP), WRD, Pune MEMBERS S.E. Kukadi Irrigation Circle, Pune. S.E. Mechanical Circle, Pune

(3) Concrete Work including Centering, UCR Masonry, Brick Masonry & R.C.C. Pipes

CO-ORDINATOR C.E.(WR), WRD, Pune MEMBERS S.E. Sangli Irrigation Circle, Sangli. S.E. Pune Irrigation Project Circle, Pune.

(4) Maintenance & Repairs CO-ORDINATOR C.E. & C.A., CADA, Aurangabad MEMBERS S.E. Nanded Irrigation Circle, Nanded. S.E.C.A.D.A., Aurangabad. S.E. Pune Irrigation Circle, Pune.

(5) Tunnel Works CO-ORDINATOR C.E. Gosikhurd Project, WRD, Nagpur. MEMBERS S.E. Osmanabad Irrigation Circle, Osmanabad.

(6) Lift Irrigation Scheme CO-ORDINATOR C.E.( WR), WRD, Amaravati. MEMBERS S.E. Gosikhurd L.I.S. Circle (Ambadi), Bhandara. S.E. Mechanical Circle, Nagpur. S.E. Electrical Circle, Jalgaon.

(7) Surveying & Investigation CO-ORDINATOR C.E.(SP), WRD, Amravati MEMBERS S.E. P.I.P.C. Pune. S.E., T.I.C., Thane.

(8) Hydrology CO-ORDINATOR C.E. Planning & Hydrology, Nashik. MEMBERS S.E. Hydrology Circle, Nashik.

(9) Items for Valuation Purpose

C.E.(WR), WRD, Amaravati.

Sr.No. Component of work Members of subcommittee

(10) Gates- Manufacturing & Repairs CO-ORDINATOR

C.E., Mechanical, WRD, Nashik

MEMBERS

S.E., Mechanical Circle, Pune

(11)

Flow Measuring Devices

C.E.(WR), WRD, Nagpur

(12) Marking Blue Line & Red Line CO-ORDINATOR

C.E.(WR), WRD, Pune

MEMBERS

S.E., Pune Irrigation Circle, Pune.

(13) Land Reclamation Work & Soil Survey

CO-ORDINATOR

S.E. & Director, Irrigation Research & Development, Pune.

(14) Dam Repair Works. CO-ORDINATOR C.E.(WR). WRD, Pune. MEMBERS S.E. Pune Irrigation Project Circle, Pune.



COMMON SCHEDULE OF RATES FOR 2018-19

I N D E X

Sr.No. Particulars

Pages

From To

1.0 SECTION-1

1.1 General Note with Annexure No.1 & 2 01 05

1.2 Rates of Construction Materials & Labours 06 09

1.3 Lead Charges Statement for Materials 10 15

2.0 SECTION-2

16 21 Excavation & Embankment - Item No. 1 to 21

3.0 SECTION-3

22 28 Concrete Work including Centering, UCR Masonry, Brick Masonry & R.C.C. Pipes - Item No. 22 to 67

4.0 SECTION-4

29 30 Tunnel Works - Item No. 68 to 80

5.0 SECTION-5

31 37 Lift Irrigation Scheme - Item No. 81 to 103

6.0 SECTION-6

38 42 Surveying & Investigation - Item No.104 to 120

7.0 SECTION-7

43 48 Hydrology – Item No.121 to 158

8.0 SECTION-8

49 52 Valuation of Rehabilitation Works – Item No.159 to 189

9.0

SECTION-9 53 55 Flow Measuring Devices - Item No.190 to 193

10.0 SECTION-10

56 57 Marking Blue Line & Red Line Item No.194 to 201

11.0 SECTION-11

58 59 Land Reclamation Work & Soil Survey - Item No.202 to 213

12.0 SECTION-12

60 64 Maintenance & Repairs - Item No. 214 to 248




SECTION-1

1.1 General Note with Annexure No. 1 & 2 1.2 Rates of Construction Materials & Labour 1.3 Lead charges statement for Materials

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सामाईक दरसचूी सन 2018-19

(1.1) सवसाधारण िटपणी

सामाईक दरसचूी सन 2018-19 ही िदनांक 16/08/2019 पासनू अंमलात येईल. सदर दरसचूी सन 2018-19 म ये खालील मखु बाब चा समावेश कर यात आला आहे.

1) व त ूव सेवा कर :- सामाईक दरसचूी सन 2018-19 मधील सव बाब चे दर व त ू व सेवाकर िवरहीत (Without G.S.T.) आहेत. अंदाजप के मंजरू करणा या स म अिधकारी यांनी चिलत दरा माणे व त ूव सेवाकरा या दराची अंदाजप काम ये Recapitulation Sheet म ये तरतदू करावी. Government of India, Ministry of Finance (Department of Revenue), Notification No.31/ 2017-Central Tax (Rate), New Delhi, Dt.13th October, 2017 नसुार स : थतीत हे दर खालील माणे घे यात यावेत. 1.1 या कामांम ये मातीकाम 75 ट यांपे ा जा त आहे, अशा कामांसाठी एकूण अंदाजप कीय

कमती या 5% जी.एस.टी. 1.2 या कामांम ये मातीकाम 75 ट यांपे ा कमी आहे, अशा कामांसाठी एकूण अंदाजप कीय

कमती या 12% जी.एस.टी. सलुभ संदभ साठी www.cbec.gov.in हे G.S.T. चे दर उपल ध असलेले संकेत थळ दे यात आले आहे.

2) वािम व शु क :- वाळू, दगड, खडी, मातीकामा या व भराव कामा या बाब साठी लागणारे मु म, माती यावरील वािम व शु क दरपथृ:करणात अंतभतू नाहीत. महसलू व वनिवभागा या वेळोवेळी या अिधसचूनेनसुार सदरील शु क अंदाजप काम ये वतं पणे घे यात याव.े मु म, खडी, दगड व वाळू या गौण खिनजां या वािम व शु कावरील अिधभाराबाबत अंदाजप के तयार करतांना महारा शासन, उ ोग, उज व कामगार मं ालय, मुंबई यांचेकडील पिरप क िवचारात याव.े

3) नैस गक व कृि म वाळू :- 3.1 नैस गक वाळू (Natural Sand):- या िठकाणी Natural Sand उपल ध होते. अशा िठकाणी

िज हािधकारी, यांनी िन चत केलेला / िललाव केलेला वाळूचा दर ( वािम व शु क वगळून) व सामाईक दरसचूी सन 2018-19 मधील Natural Sand चा दर (प.ृ .8, अ. .67) यातील फरक अंदाजप क तयार करतांना मु य अिभयंता यां या मा यतेने िवचारात यावा.

3.2 नैस गक वाळू काढ याचा खच .191.40/- ित घ.मी. असा िवचारात यावा. 3.3 कृि म वाळू (Artificial / Crushed Sand):- या िठकाणी नैस गक वाळू अिजबात उपल ध नसेल

कवा Crushed Sand आ थकदृ ा उपयोगात आणणे यो य असेल, अशा कामांसाठी सामाईक दरसचूी सन 2018-19 मधील कृि म वाळूचा दर ( वािम व शु क वगळून) व सामाईक दरसचूी सन 2018-19 मधील नैस गक वाळूचा दर ( वािम व शु क वगळून) (प.ृ .8, अ. .67) यातील फरक अंदाजप क तयार करतांना मु य अिभयंता यां या मा यतेने िवचारात यावा. कृि म वाळूसाठी क चा माल हणनू दगड (Rubble) वापरला जात अस याने दगडाचे वहन अंतर हेच वहन अंतर कृि म वाळूकिरता िवचारात यावे.

4) मजुरां या सिुवधा :- शासन िनणय मांक.िडएसआर-1090/सीआर-6453/पीएलएन-3, िद.14.07.1993 नसुार मजुरां या सिुवधांसाठी दरसचूीतील येक बाबीम ये तरतदू कर यात आली आहे.

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5) कामगार क याण उपकर :- उ ोग व उज िवभागाचे शासन िनणय मांक बीसीए-2009/सीआर-108/लेबर 7-अ, िद.17.06.2010 नसुार कामगार क याण उपकराची एक ट याची तरतदू सामाईक दरसचूीतील बाबीम ये दर िन चत करताना िवचारात घेतलेली नाही. अंदाजप क तयार करताना येक बाबी या दरपथृ:करणाम ये कामगार क याण उपकराची 1 ट के इतकी तरतदू कर यात यावी व संद भत शासन िनणयाम ये नमदू के या माणे उपकराची र कम ठेकेदाराकडून यां या देयकातनू वसलू कर यात यावी.

6) िवमा :- िव िवभागाचा शासन िनणय . िवमासं-1008/ . .28/98/शा.हमी, िद.19.08.1998 नसुार तसेच िवमा संचालनालय, महारा , मुंबई यांचे सचूनेनसुार कामा या कमती या 1 ट याची िवमा किरताची तरतदू कामाचे अंदाजप काचे गोषवा यात कर यात यावी. सदरची िवमा किरताची तरतदू सामाईक दरसचूीतील बाब या दराम ये कर यात आलेली नाही. िशवाय या किरताची तरतदू िनिवदेतील कामा या बाब या दरपथृ:करणात कर यात येऊ नये. संबंधीत कामाचे कं ाटदाराने िवमा र कम भर याबाबतचे पुराव ेसादर के यास याची िवभागीय लेखापाल यांनी पडताळणी क न यानंतर य भरले या र कमेचा परतावा, िनिवदा र कमे या [Cost put to tender] 1 ट केचे मय देत, कं ाटदारास अदा करावा.

7) सवसाधारण बाबी :- 7.1 इमारती आिण र यांची कामे वगळून इतर कामासाठी जलसंपदा िवभागाची सन 2018-19 ची दरसचूी

वापर यात यावी. काल यास छेदणा या र तापुला या कामासाठी आिण पंपगहृा या खोदकामासाठी देखील जलसंपदा िवभागाची सामाईक दरसचूी सन 2018-19 वापर यात यावी.

7.2 जनजाती े ातील तसेच िवशेष कृती काय म अशा दो ही े ांतगत एखादे े समािव ट होत अस यास या िठकाणी 10 ट के इतकी वाढ एकदाच यावी.

7.3 गडिचरोली िज ातील सव तालु यातील कामाकिरता 20 ट के जादा दर अनु ेय राहतील. 7.4 दरसचूीतील दर खारभमूी िवकास कामांसाठी लाग ूनाहीत. सिरतामापन क ाचे कामातील अडचण चा

िवचार करता, सिरतामापन क ा या फ त उभारणी या कामाकरीता 30 ट के जादा दर आकारावेत. 7.5 योजने या संपणू े ांसाठी व यजीव ाणी उप व अस यास, कवा सदर योजने या काही भागातील

े ांसाठी व यजीव ाणी उप व अस यास, जशी पिर थती असेल या माणे सदर योजने या िविश ठ े ासाठी महसलु व वन िवभागाकडून व यजीव ाणी उप व अस याचे स म तरावरील

माण घेऊन 5 % अितिर त तरतदू अंदाजप कात कर यात यावी. परंत,ु अशा िविश ठ े ांबाबत स म तरावर खातरजमा करावी.

7.6 वरील अ. . 7.2 ते 7.5 यापैकी केवळ एक तरतदू अनु ेय राहील. 7.7 सन 2018-19 या वष ची सामाईक दरसचूी तयार करतांना मजुरांचे दर हे महारा शासन, जलसंपदा

िवभाग, शासन िनणय .संकीण 2014/(289/14)/लपा-2, मं ालय, मुंबई िद. 22.05.2017 नसुार व कामगार आयु त यांचे काय लयाकडून कामगारांकरीता िवशेष भ याची र कम िद.01.07.2018 ते िद.31.12.2018 या कालावधीकरीता जाहीर झा यानुसार मजुरांचे दर िन चत कर यात आलेले आहेत.

7.8 बाब .13 B व 14 B बाबत Borrow area from private land (Contractor’s own material) चे दरपथृ:करणांम ये .25 ल ित हे टर खाणी या जिमनीचा हा नमनूा दर घे यात आला आहे. परंत,ु य ात अंदाजप क तयार करतांना संबंधीत खाणी या जिमनीचा रेडी रेकनरचा दर हा शासनमा य अस याने स म तरावरील अिधका यांचे मा यतेने िवचारात यावा.

8) बांधकाम सािह याचे दर :- 8.1 लोह : दरसचूी तयार करताना M.S./HYSD/TMT टीलचे व त ू आिण सेवाकर िवरहीत दर हे

िद.02.07.2018 रोजीचे जॉइ ट लॅ ट किमटीनसुार मुंबईचे दर हे यातील या वेळेस असलेला 18 % GST वगळून (उदा. JPC माणे PIG IRON चा मुंबईचा दर .43660 / 1.18 = 37,000/-

तािवत दर) िवचारात घेतलेले आहेत. (सोबत पिरिश ट .1 आिण 2) जॉइ ट लॅ ट किमटीचे दर हे

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िज हा मु यालया या िठकाणचे आहेत असे गहृीत धराव.े अंदाजप क करतेवेळी दरिव लेषणासाठी या या वेळी चिलत असलेले जॉइ ट लटॅ किमटीचे दर आिण दरसचूीत िवचारात घेतलेले दर

यातील फरक िवचारात यावा. JPC चे दर www.jpcindiansteel.nic.in या संकेत थळाव न घे यात यावेत.

8.2 िसमट : दरसचूी तयार करताना िसमटचा व त ू आिण सेवाकर िवरहीत दर हा .220/- ित बगॅ िवचारात घेतलेला आहे. अंदाजप क करतेवेळी दरिव लेषणासाठी या या वेळी ादेिशक सिमतीने िन चत केलेले चिलत व त ूआिण सेवाकर िवरहीत दर आिण दरसचूीतील ( .220/- ित बगॅ) दर यातील फरक िवचारात यावा.

9) संधानक कामे :- संधानका या कामासाठी Concrete with batching plant & Transit Mixer ची तरतदू गहृीत धर यात आलेली आहे. संधानकाचे पिरणाम आिण कामाचे व प िवचारात घेता या कामासाठी Batching plant चा वापर संयु तक होत नाही अशा िठकाणी संधानकाचे काम Mixer ने करणे अपिरहाय अस यास यास संबंधीत अधी क अिभयंता यांची पवूमा यता घेऊन संधानका या बाबीचा मळू दर 5 ट याने कमी कर यात यावा. तसेच अपवादा मक पिर थतीत Self loading िम सर या सहा याने संधानक के यास यास संबंधीत अधी क अिभयंता यांची पवूमा यता घेऊन या बाबीचे दर मळू दरा या दोन ट याने कमी

करावेत. तसेच या किरता वतं र Specifications िनिवदेम ये अंतभतू करावेत. 10) पणू झाले या क पाबाबत :-

या क पाचे बांधकाम पणू झाले आहे व जेथे सचन होत आहे अशा काल या या दु तीची / पुन थ पनेची कामे यं सामु ी वाप न (कालवा बंद कालावधीत) करताना अितिर त 10 ट के वाढ िवचारात घे यात यावी. सदर वाढ सचन यव थापना या सवसाधारण कामासाठी लाग ूराहणार नाही.

11) जलिन कासन :- जलिन कासन (Dewatering) आव यक अस यास, सवसाधारण कामांसाठी नाला पातळी पयत या कामा या कमती या 1 ट का तरतदू अंदाजप कात ठेव यात यावी. तसेच नदी व मो ा ना यावरील कामांसाठी नदी व मोठा नाला तळपातळीपयत या कमती या 3 ट के तरतदू अंदाजप कात िवचारात घे यात यावी. एखा ा िविश ट कामासाठी फ त Dewatering चे काम करणे म ा त झा यास अशा पिर थतीत अधी क अिभयंता यां या पवू मा यतेनेच सामाईक दरसचूी सन 2018-19 मधील Dewatering संबंधीत वतं बाब .20 उपयोगात आणावी.

12) Section-8 मधील बाबी या बाधीत गावठाणातील क प तां या घराचे मु यांकनासाठी वापर यात या यात.

13) उपसा सचन योजना अंतगत Valve चे दर महारा जीवन ािधकरणा या दरसचूी माणे वापरावेत. 14) निलका िवतरण णाली अंतगत,

14.1 खोदकामासाठी जलसंपदा िवभाग, सामाईक दरसचूी 2018-19 मधील उपसा सचन योजना या घटकांतगत या Rising Main साठी या खोदकामाचे दर घेणेत यावेत.

14.2 M.S. Pipe व या अनषंुिगक बाब साठी जलसंपदा िवभाग, सामाईक दरसचूी 2018-19 मधील Rising Main साठीचे दर घेणेत यावेत.

14.3 उविरत इतर पाईप व या अनषंुिगक कामांसाठी महारा जीवन ािधकरणाचे दर वापरावेत.

4

पिरिश ट . 1

सामाईक दरसचूी 2018-19 अंतगत व तु आिण सेवाकर िवरहीत लोहचे दर (Rate of Item with GST are as per Joint Plant Committee as on 02.07.2018 Copy Attached Separately)

Sr. No. ITEM RATE OF ITEM WITH GST IN (RS/TONNE)

Rate of Item for CSR 2018-19 without GST

in (Rs.per Tonne)

1 PIG IRON 43660 37000 2 BILLETS 100 MM 48279 40914 3 BLOOME 150X150 MM 48546 41141 4 PENCIL INGOTS 46138 39100 5 WIRE RODS 6 MM 49115 41623 6 WIRE RODS 8 MM 49115 41623 7 ROUNDS 12 MM 51478 43625 8 ROUNDS 16 MM 51478 43625 9 ROUNDS 25 MM 51478 43625

10 TMT 10 MM 47495 40250 11 TMT 12 MM 47134 39944 12 TMT 25 MM 47134 39944 13 ANGLES 50X50X6 MM 52830 44771 14 ANGLES 75X75X6 MM 51453 43604 15 JOISTS 125X70 MM 53002 44917 16 JOISTS 200X100 MM 53641 45458 17 CHANNELS 75X40 MM 52510 44500 18 CHANNELS 150X75 MM 53297 45167 19 PLATES 6 MM 56345 47750 20 PLATES 10 MM 56345 47750 21 PLATES 12 MM 56345 47750 22 PLATES 25 MM 54575 46250 23 H. R. COILS 2.00 MM 58705 49750 24 H. R. COILS 2.50 MM 57525 48750 25 H. R. COILS 3.15 MM 57525 48750 26 C. R. COILS 0.63 MM 65392 55417 27 C. R. COILS 1.00 MM 64015 54250 28 G. P. SHEETS 0.40 MM 67726 57395 29 G. P. SHEETS 0.63 MM 66065 55987 30 G. C. SHEETS 0. 40 MM 69635 59013 31 G. C. SHEETS 0. 63 MM 68207 57803 32 MELTING SCRAP H M S - I 32450 27500 33 MELTING SCRAP H M S - II 35990 30500 34 SPONGE IRON (COAL BASED) 25960 22000

Note: 1) All Prices are in Rs./Tonne and has been compiled on the basis of

average of Main and Others producer’s price.

2) Prices are inclusive of GST.

3) All prices are as on day 2

4) Prices are Indicative.

5) For Blooms 150 x 150 MM, prices of secondary producers was

not considered.

5

�� . 2

Note: 1) All Prices are in Rs./Tonne and has been compiled on the basis of

average of Main and Others producer’s price.

2) Prices are inclusive of GST.

3) All prices are as on day 2ND

of this Month.

4) Prices are Indicative.

For Blooms 150 x 150 MM, prices of secondary producers was

6




(1.2) RATES OF CONSTRUCTION MATERIALS

अ. . सािह य एकक सामाईक दरसूची सन 2018-19 साठी तािवत

दर 1 2 3 4 1 Acetylene Cum 356.85 2 Admixture Kg 69.05 3 Aldrop 30 cm No. 109.40 4 Bamboo 25 mm Rmt. 17.95 5 Binding Wire Kg 59.20 6 Black Glass No. 91.70 7 Brick No. 6.05 8 Brushes No. 63.65 9 Butt Hinges Iron 125 mm No. 32.25 10 Cement (50Kg Bag) Bag 220.00 11 Coal Tar Paint Kg 46.30 12 Coal Tar Epoxy Paint Litre 210.75 13 Coir String Kg 43.35 14 Copper Plate Kg 522.70 15 Copper water stopper 16 gauge Sqm 8322.35 16 Cotton waste Kg 47.35 17 Curing Compound Litre 122.85 18 Delay Detonator No. 17.95 19 Electric Detonator No. 10.75 20 Empty cement Bag No. 10.60 21 Explosive Kelvex-220 Kg 56.50 22 First Aid Kit No. 256.95 23 Fibre fibrillated polypropylene fibres (910

gm/cum of any grade of concrete) Kg 253.90

24 Fly Ash Kg 0.95 25 Fuse coil Rmt. 17.95 26 G.P. Electrodes No. 9.85 27 Gelatin Kg. 131.85 28 Geru Kg. 12.10 29 Goggles No. 148.35 30 G.I. Pipe 100 mm dia. Rmt. 654.55

7


दर 31 Hand Gloves Pair 213.40 32 Hand Screen No. 338.05 33 Handle Iron 125 mm No. 32.25 34 Hook Iron & eye oxi 75 mm No. 16.15 35 Hose pipe oxygen & DA Rmt. 75.35 36 J-Bolt (for soldier fixing) No. 33.15 37 Kerosene Litre 32.80 38 L.H. Electrodes No. 13.45 39 Latches 250mm No. 41.25 40 Manila Rope Kg 201.75 41 Metal size 40 mm & above (Including

Royalty charges) Cum. 699.30

42 Metal size 40 mm & above (Excluding Royalty charges)

Cum. 553.20

43 Metal size less than 40 mm (Including Royalty charges)

Cum. 801.65

44 Metal size less than 40 mm (Excluding Royalty charges)

Cum. 655.95

45 Nails 4 cm Kg 61.85 46 Neoprene Pad Cu.cm 1.80 47 Non Teak wood Cum. 33838.05 48 Nozzle-3/64 No. 776.45 49 Nut Bolts Kg 58.30 50 Nut Bolts & Washer Kg 90.55 51 Nylon Rope Kg 256.40 52 Oil Paint Litre 210.75 53 Ordinary Detonator No. 6.30 54 Oxygen Cum. 45.35 55 P.V.C. Water Stopper, 310 mm wide central

bulb type Rmt. 198.40

56 Painting Brush 4" No. 91.45 57 Pickaxe No. 137.15 58 Plum bob No. 91.45 59 Polyethylene Film 200 Gauge Kg. 218.80 60 Primer Litre 134.75 61 Pin Header of Standard size No. 30.20

8


दर 62 Red Oxide Litre 118.20 63 Rust Cleaner Litre 301.70 64 Safety Helmet No. 228.65 65 Safety Shoes Pair 1320.70 66 Natural Sand (Including Royalty Charges) Cum. 767.09 67 Natural Sand (Excluding Royalty Charges) Cum. 625.75 68 Crushed Sand (Including Royalty Charges) Cum. 1629.20 69 Crushed Sand (Excluding Royalty Charges) Cum. 1487.86 70 Shalitex Super Expansion Pad - 12 mm thick Sqm 568.45 71 Spirit Level - 150 mm. No. 109.40 72 Steel MT Rate As per JPC Dt. (As

per Annexure I & II)

73 Stone (Including Royalty Charges) Cum 488.94 74 Stone (Excluding Royalty Charges) Cum 347.60 75 Stone Chips (Excluding Royalty Charges) Cum 210.20 76 Super Plasticizer Kg 89.30 77 Turpentine Litre 63.65 78 Tower Bolt Iron 200 mm No. 63.65 79 Tower Bolt Iron 250 mm No. 73.55 80 Water 1000 Litres 34.90 81 Water Proofing Compound Kg 48.75 82 Welding Cable 600 AMP Rmt. 688.60 83 White Glass No. 4.50 84 Wire Brush No. 73.55 85 Wire Mesh 50 X 50 - 13 Gauge Sqm 182.95 86 Zink Base Oil Paint Litre 267.85 87 Zink Rich Epoxy Primer Litre 243.80

9

GOVERNMENT OF MAHARASHTRA WATER RESOURCES DEPARTMENT

COMMON SCHEDULE OF RATES FOR 2018-19 LABOUR RATES

Sr. No.

Labour Unit Rate in Rs.

1 Barbender day 488.00

2 Bhisti day 488.00

3 CAD operator / Civil Engg. Assistant day 608.00

4 Carpenter day 515.00

5 Civil Engineer day 983.00

6 Electrician day 517.00

7 Fitter day 515.00

8 Fitter for shuttering day 515.00

9 Foreman day 515.00

10 Gas cutter day 488.00

11 Grinder day 488.00

12 Gauge Inspector day 488.00

13 Mason day 515.00

14 Mazdoor (Heavy) day 488.00

15 Mazdoor (Light) day 469.00

16 Measurement clerk day 515.00

17 Mechanic / Operator day 515.00

18 Mistri / Mukadam day 515.00

19 Painter day 515.00

20 Semiskilled Mazdoor day 488.00

21 Skilled Mazdoor day 515.00

22 Surveyor day 677.00

23 Tile Turner day 515.00

24 Tracer day 578.00

25 Unskilled Mazdoor day 469.00

26 Welder day 515.00



RATE ANALYSIS FOR


(1.3) LEAD CHARGES STATEMENT FOR MATERIALS

10




सामाईक दरसचूी सन 2018-19 मधील दर हे यं सामु ी वाप न करावया या कामाचे आहेत. कामा या आव यकते माणे खोदाई / भराव मनु यबळाचा वापर क न काम करावे लागणार असेल तरीही अंदाजप कातील तरतुदी सामाईक दरसचूीनसुार हणजेच यं सामु ी वापरा या गहृीतकानसुारच राहतील.

उदाहरण :- 4 िक.मी. वहन अंतरासाठी खोदकामाचा दर िन चत कर याचा तपशील खालील माणे.

Details Reference Lead charges by mechanised loading and unloading (Rs./Cum)

Lead charges for 4 Km. CSR 2018-19 Booklet 70.51

Deduct initial lead charges for 1 Km. lead

CSR 2018-19 Booklet, 23.68

Additional lead charges = 70.51 – 23.68 = 46.83

Basic rate for excavation in soil =

CSR 2018-19, booklet Item No.1

66.15

Rate for excavation for 4 Km. lead =

60.15 + 46.83 = 112.98

उदाहरण :- 4 िक.मी. वहन अंतरासाठी भराव कामा या गाभा कामाचा (borrow) दर िन चत कर याचा तपशील खालील माणे.

Details Reference Lead charges by mechanised loading and unloading (Rs./Cum)

Lead charges for 4 Km. CSR 2018-19

Booklet, 70.51

Deduct initial lead charges for 1 Km. lead

CSR 2018-19 Booklet, 23.68

Additional lead charges = 70.51 – 23.68 = 46.83

Basic rate for embankment =

CSR 2018-19, booklet Item No.13A 107.70

Rate for embankment for 4 Km. lead = 107.70 + 46.83 = 154.53

Lead in Km

Av Speed In Km/Hr No of Trips Km Done

Qty of Diesel (4 Km/Litre)

Cost of diesel (Rate =Rs

71.54/Litre)(Rs)

Cost of Mobile Oil (17 % of Cost of

Diesel)( Rs )

Hire Charges of Truck

(Rs)

Total Cost (Rs)

Add 20 % Overhead Charges &

Contractors Profit(Rs)

Cost Including Overhead Charges &

Contractors Profit (Rs)

Cost per Trip (Rs)

1 2 3 4 5 6 7 8 9 10 11 12

L S N=8/((2 x L/S)+0.1) (2 x NL)+6 Col 4/4 Col 5 X 71.54 col 6 X 0.17 Rs 2596/day col 6+col 7+ col 8 col 9 x 0.20 col 9+col 10 col 11/col 3

0.50 15.00 48.00 54.00 13.50 965.79 164.19 2596.00 3725.98 745.20 4471.18 93.15

1.00 16.00 35.56 77.12 19.28 1379.30 234.49 2596.00 4209.79 841.96 5051.75 142.06

1.50 16.50 28.39 91.17 22.80 1631.12 277.30 2596.00 4504.42 900.89 5405.31 190.39

2.00 17.00 23.86 101.44 25.36 1814.26 308.43 2596.00 4718.69 943.74 5662.43 237.32

2.50 17.25 20.53 108.65 27.17 1943.75 330.44 2596.00 4870.19 974.04 5844.23 284.67

3.00 17.50 18.07 114.42 28.61 2046.76 347.95 2596.00 4990.71 998.15 5988.86 331.43

3.50 17.75 16.19 119.33 29.84 2134.76 362.91 2596.00 5093.67 1018.74 6112.41 377.54

4.00 18.00 14.70 123.60 30.90 2210.59 375.81 2596.00 5182.40 1036.48 6218.88 423.05

4.50 18.25 13.49 127.41 31.86 2279.27 387.48 2596.00 5262.75 1052.55 6315.30 468.15

5.00 18.50 12.49 130.90 32.73 2341.51 398.06 2596.00 5335.57 1067.12 6402.69 512.63

5.50 18.50 11.52 132.72 33.18 2373.70 403.53 2596.00 5373.23 1074.65 6447.88 559.71

6.00 18.75 10.82 135.84 33.96 2429.50 413.02 2596.00 5438.52 1087.71 6526.23 603.16

6.50 18.85 10.14 137.82 34.46 2465.27 419.10 2596.00 5480.37 1096.08 6576.45 648.57

7.00 19.00 9.56 139.84 34.96 2501.04 425.18 2596.00 5522.22 1104.45 6626.67 693.17

7.50 19.15 9.06 141.90 35.48 2538.24 431.51 2596.00 5565.75 1113.15 6678.90 737.19

8.00 19.30 8.62 143.92 35.98 2574.01 437.59 2596.00 5607.60 1121.52 6729.12 780.64

Lead Charges Statement for 2018-19Statement I

11

Lead in Km




71.54/Litre)(Rs)


Diesel)( Rs )


(Rs)

Total Cost (Rs)





Cost per Trip (Rs)

1 2 3 4 5 6 7 8 9 10 11 12


8.50 19.45 8.22 145.74 36.44 2606.92 443.18 2596.00 5646.10 1129.22 6775.32 824.25

9.00 19.60 7.86 147.48 36.87 2637.68 448.41 2596.00 5682.09 1136.42 6818.51 867.49

9.50 19.80 7.56 149.64 37.41 2676.32 454.98 2596.00 5727.30 1145.46 6872.76 909.10

10.00 20.00 7.28 151.60 37.90 2711.37 460.94 2596.00 5768.31 1153.67 6921.98 950.82

11.00 21.00 6.98 159.56 39.89 2853.74 485.14 2596.00 5934.88 1186.98 7121.86 1020.32

12.00 22.00 6.72 167.28 41.82 2991.81 508.61 2596.00 6096.42 1219.29 7315.71 1088.65

13.00 23.00 6.51 175.26 43.82 3134.89 532.94 2596.00 6263.83 1252.77 7516.60 1154.62

14.00 24.00 6.32 182.96 45.74 3272.24 556.29 2596.00 6424.53 1284.91 7709.44 1219.85

15.00 25.00 6.16 190.80 47.70 3412.46 580.12 2596.00 6588.58 1317.72 7906.30 1283.49

20.00 25.00 4.71 194.40 48.60 3476.85 591.07 2596.00 6663.92 1332.79 7996.71 1697.82

25.00 25.00 3.81 196.50 49.13 3514.77 597.52 2596.00 6708.29 1341.66 8049.95 2112.85

30.00 30.00 3.81 234.60 58.65 4195.83 713.30 2596.00 7505.13 1501.03 9006.16 2363.82

35.00 30.00 3.29 236.30 59.08 4226.59 718.53 2596.00 7541.12 1508.23 9049.35 2750.56

40.00 30.00 2.90 238.00 59.50 4256.63 723.63 2596.00 7576.26 1515.26 9091.52 3135.01

45.00 30.00 2.59 239.10 59.78 4276.67 727.04 2596.00 7599.71 1519.95 9119.66 3521.10

50.00 30.00 2.34 240.00 60.00 4292.40 729.71 2596.00 7618.11 1523.63 9141.74 3906.73

60.00 35.00 2.27 278.40 69.60 4979.19 846.47 2596.00 8421.66 1684.34 10106.00 4451.98

70.00 35.00 1.96 280.40 70.10 5014.96 852.55 2596.00 8463.51 1692.71 10156.22 5181.74

12

Lead in Km




71.54/Litre)(Rs)


Diesel)( Rs )


(Rs)

Total Cost (Rs)





Cost per Trip (Rs)

1 2 3 4 5 6 7 8 9 10 11 12


80.00 35.00 1.72 281.20 70.30 5029.27 854.98 2596.00 8480.25 1696.05 10176.30 5916.45

90.00 35.00 1.53 281.40 70.35 5032.84 855.59 2596.00 8484.43 1696.89 10181.32 6654.46

100.00 35.00 1.38 282.00 70.50 5043.57 857.41 2596.00 8496.98 1699.40 10196.38 7388.68

125.00 40.00 1.26 321.00 80.25 5741.09 975.99 2596.00 9313.08 1862.62 11175.70 8869.60

150.00 40.00 1.06 324.00 81.00 5794.74 985.11 2596.00 9375.85 1875.17 11251.02 10614.17

175.00 40.00 0.91 324.50 81.13 5804.05 986.69 2596.00 9386.74 1877.35 11264.09 12378.12

200.00 40.00 0.80 326.00 81.50 5830.51 991.19 2596.00 9417.70 1883.54 11301.24 14126.55

250.00 40.00 0.64 326.00 81.50 5830.51 991.19 2596.00 9417.70 1883.54 11301.24 17658.19

300.00 40.00 0.53 324.00 81.00 5794.74 985.11 2596.00 9375.85 1875.17 11251.02 21228.34

350.00 40.00 0.46 328.00 82.00 5866.28 997.27 2596.00 9459.55 1891.91 11351.46 24677.09

400.00 40.00 0.40 326.00 81.50 5830.51 991.19 2596.00 9417.70 1883.54 11301.24 28253.10

450.00 40.00 0.36 330.00 82.50 5902.05 1003.35 2596.00 9501.40 1900.28 11401.68 31671.33

500.00 40.00 0.32 326.00 81.50 5830.51 991.19 2596.00 9417.70 1883.54 11301.24 35316.38

Note : 1) For calculation of carrying capacity, a tipper of 10 Tonne capacity is considered. 2) For loading and unloading of material on site,6 mimutes of ideal time i.e 0.1 hr is considered for working out No.of Trips. 3) The transportation charges beyond 15 km to 50 km are with 5 km interval, 50 km to 100 km are with 10 km interval, 100 km to 200 km are with 25 km interval and 200 km to 500 km are with 50 km interval. The transportation charges for intermediate Km within the range shall be worked out by lineraly interpolating between rates of lower and upper values in the range.

13

Lead in Km Cost of Trip ( Rs)

L As per col no 12 of Statement I

Carrying capacity of

Truck4.70 m3 5.75 m3 6.00 m3 7.00 m3 10.00 MT 9000 Litre 5000 Nos.

Unit for Rate Trip0.50 93.151.00 142.061.50 190.392.00 237.322.50 284.673.00 331.433.50 377.544.00 423.054.50 468.155.00 512.635.50 559.716.00 603.166.50 648.577.00 693.177.50 737.198.00 780.648.50 824.259.00 867.499.50 909.1010.00 950.8211.00 1020.3212.00 1088.6513.00 1154.6214.00 1219.8515.00 1283.4920.00 1697.8225.00 2112.8530.00 2363.8235.00 2750.56

472.76585.23 478.36 458.43 392.94 275.06 305.62 550.11502.94 411.10 393.97 337.69 236.38 262.65

339.56449.54 367.45 352.14 301.84 211.28 234.76 422.57361.24 295.27 282.97 242.55 169.78 188.65

243.97273.08 223.22 213.92 183.36 128.35 142.61 256.70259.54 212.15 203.31 174.26 121.98 135.54

217.73245.66 200.80 192.44 164.95 115.46 128.29 230.92231.63 189.33 181.44 155.52 108.86 120.96

190.16217.09 177.45 170.05 145.76 102.03 113.37 204.06202.30 165.36 158.47 135.83 95.08 105.65

173.50193.42 158.10 151.52 129.87 90.91 101.01 181.82184.57 150.87 144.58 123.93 86.75 96.39

156.13175.37 143.35 137.37 117.75 82.42 91.58 164.85166.09 135.76 130.11 111.52 78.06 86.74

138.63156.85 128.21 122.86 105.31 73.72 81.91 147.44147.48 120.55 115.53 99.02 69.32 77.02

120.63137.99 112.79 108.09 92.65 64.86 72.06 129.71128.33 104.90 100.53 86.17 60.32 67.02

102.53119.09 97.34 93.29 79.96 55.97 62.19 111.94109.07 89.15 85.44 73.23 51.26 56.96

84.6199.61 81.42 78.02 66.88 46.81 52.02 93.6390.01 73.57 70.51 60.44 42.31 47.01

66.2980.33 65.66 62.92 53.93 37.75 41.95 75.5170.52 57.64 55.24 47.35 33.14 36.83

47.4660.57 49.51 47.44 40.67 28.47 31.63 56.9350.49 41.27 39.55 33.90 23.73 26.37

28.4140.51 33.11 31.73 27.20 19.04 21.15 38.0830.23 24.71 23.68 20.29 14.21 15.78

1000 Nos.19.82 16.20 15.52 13.31 9.31 10.35 18.63Cum Cum Cum Cum MT 1000 Litre

Lead Charges Statement for 2018-19Statement II

Lead Charges in Rs / Unit

Excavated Rock Rubble

Sand ,Metal Below 40 mm

Murum,Earth,Metal 40 mm &

above

Concrete BlockSteel

CementStone Block

Water Bricks

14

Lead in Km Cost of Trip ( Rs)

L As per col no 12 of Statement I

Carrying capacity of

Truck4.70 m3 5.75 m3 6.00 m3 7.00 m3 10.00 MT 9000 Litre 5000 Nos.

Unit for Rate Trip 1000 Nos.Cum Cum Cum Cum MT 1000 Litre

Statement II

Lead Charges in Rs / Unit

Excavated Rock Rubble

Sand ,Metal Below 40 mm

Murum,Earth,Metal 40 mm &

above

Concrete BlockSteel

CementStone Block

Water Bricks

40.00 3135.0145.00 3521.1050.00 3906.7360.00 4451.9870.00 5181.7480.00 5916.4590.00 6654.46100.00 7388.68125.00 8869.60150.00 10614.17175.00 12378.12200.00 14126.55250.00 17658.19300.00 21228.34350.00 24677.09400.00 28253.10450.00 31671.33500.00 35316.38

Note: 1) For calculation of carrying capacity ,a tipper of 10 Tonne capacity is considered. 2) For loading and unloading of material on site,6 mimutes of ideal time i.e 0.1 hr is considered for working out No.of Trips. 3) The transportation charges beyond 15 km to 50 km are with 5 km interval ,50 km to 100 km are with 10 km interval ,100 km to 200 km are with 25 km interval and 200 km to 500 km are with 50 km interval.The transportation charges for intermediate Km within the range shall be worked out by lineraly interpolating between rates of lower and upper values in the range.

6334.277514.12 6141.98 5886.06 5045.20 3531.64 3924.04 7063.286738.58 5508.06 5278.56 4524.48 3167.13 3519.04

4935.426011.30 4913.58 4708.85 4036.16 2825.31 3139.23 5650.625250.44 4291.67 4112.85 3525.30 2467.71 2741.90

3531.644516.67 3691.89 3538.06 3032.62 2122.83 2358.70 4245.673757.06 3070.99 2943.03 2522.60 1765.82 1962.02

2475.623005.65 2456.79 2354.43 2018.08 1412.66 1569.62 2825.312633.64 2152.72 2063.02 1768.30 1237.81 1375.35

1773.922258.33 1845.94 1769.03 1516.31 1061.42 1179.35 2122.831887.15 1542.54 1478.27 1267.09 886.96 985.51

1330.891572.06 1284.99 1231.45 1055.53 738.87 820.96 1477.741415.84 1157.30 1109.08 950.64 665.45 739.38

1036.351258.82 1028.95 986.08 845.21 591.65 657.38 1183.291102.50 901.17 863.62 740.25 518.17 575.75

781.35947.23 774.26 742.00 636.00 445.20 494.66 890.40831.22 679.43 651.12 558.10 390.67 434.08

627.00749.17 612.37 586.85 503.01 352.11 391.23 704.22667.02 545.22 522.50 447.86 313.50 348.33

15




SECTION-2

EXCAVATION AND EMBANKMENT

ITEM NO. 1 TO 21

Completed Item Labour

1 2 3 4 51 Item No.1 :-

Excavation in all kinds of soil including boulders upto0.6 m diameter ( 0.113 cum) for canal, seating ofembankment, filter drains / catch water drains etc., andplacing the excavated stuff neatly in dump area or forformation of service road / embankment including costof all materials, machinery, labour, dressing bed andsides to required level and profile etc.complete withlead upto 1 km and all lifts as directed.

Cum. 66.15 11.08

2 Item No.2 :-Excavation in hard murum including boulders upto 0.6m diameter ( 0.113 cum) for canal, seating ofembankment, filter drains / catch water drains etc., andplacing the excavated stuffneatly in dump area or forformation of service road / embankment including costof all materials, machinery, labour, dressing bed andsides to required level and profile etc., complete withlead upto 1 km and all lifts as directed.

Cum. 80.30 14.95

3 Item No.3 :-Excavation in soft rock without blasting includingboulders upto 0.6 m diameter ( 0.113 cum) for canal,seating of embankment, filter drain / catch water drainsetc., and placing the excavated soft rock neatly indump area or for formation of service road includingcost of all materials, machinery, labour, dressing bedand sides to required level and profile etc. completewith lead upto 1 km and all lifts as directed.

Cum. 97.85 19.04

4 Item No.4 :-Excavation in hard rock of all toughness by blastingincluding boulders above 0.6 m dia.(0.113Cum)minimising damage to side slopes of excavation inwater prism area by adopting any one or combinationof line drilling /pre-splitting /smooth blasting techniquesand placing the excavated rock neatly in approveddump area including cost of all materials, machinery,labour,levelling bed etc., complete with lead upto 1 kmand all lifts as directed.

Cum. 312.95 52.73

GOVERNMENT OF MAHARASHTRACOMMAN SCHEDULE OF RATES FOR 2018-19

EXCAVATION & EMBANKMENT

Sr.No. Item Unit

Rate for 2018-19(Rate in Rs.)

16


1 2 3 4 5

Sr.No. Item Unit


5 Item No.5 :-Excavation in hard rock of all toughness includingboulders above 0.6 m dia.(0.113Cum)for canals cut-offtrench of embankment filter/catch water drains andother appurtenent structures by control blastingmethods including control of vibrations by use ofdelay detonators and control of fly rocks by mufflingarrangements and adopting only jack hammers fordrilling holes and minimising damage to side slopes ofcanal in water prism area by adopting any one orcombination of line drilling /pre-splitting /smoothblasting techniques including cost of allmaterials,machinery, labour,placing excavated rockneatly approved dump area as directed etc., completewith lead upto 1 km and all lifts as directed.

Cum. 469.45 79.12

6 Item No.6 :-Excavation in hard rock of all toughness by breakerincluding boulders above 0.6 m dia.(0.113Cum)minimising damage to side slopes of excavation andplacing the excavated rock neatly in approved dumparea including cost of all materials, machinery, labour,levelling bed etc., complete with lead upto 1 km and alllifts as directed.

Cum. 505.35 34.85

7 Item No.7 :-Watering the embankment in proper layers by tankersincluding cost of water, lead of water upto 1 km and alllifts etc. complete as directed.

Cum. 17.70 ---

8 Item No.8 :-Compaction of bankwork with vibratory Compactorto 95 % of Proctor density including watering (cost ofwater) with a lead upto 1.00 Km. as directed.

Cum. 29.10 ---

9 Item No.9 :-Providing cut off trench filling using selectedimpervious soil directly available from material ofexcavation including cost of all materials,machinery,labour, all other operations such ascollection of soil, spreading soil in layer of specifiedthickness, sorting out, breaking clods, levelling,sectioning edges / sides, watering, compacting eachlayer to density control of not less than 95 percent oras stipulated using vibratory compactor including costof water etc. complete with lead upto1 km for waterand all lifts as directed.

Cum. 49.80 2.13

17


1 2 3 4 5

Sr.No. Item Unit


10 Item No.10 :-Providing hearting embankment using selectedimpervious material available directly fromexcavation in layers including cost of all materials,machinery, labour, all other operations such ascollection of material, spreading soil in layer ofspecified thickness, sorting out, breaking clods,levelling, sectioning edges / sides, watering,compacting each layer to density control of not lessthan 95 percent or as stipulated using vibratorycompactor including cost of water etc.complete withlead upto1 km and all lifts as directed.

Cum. 49.80 2.13

11 Item No.11 :-Providing casing embankment using selectedpervious material available directly fromexcavation in layers including cost of all materials,machinery, labour, all other operations such ascollection of material, spreading material in layer ofspecified thickness, sorting out, breaking clods,levelling, sectioning edges / sides, watering,compacting each layer to density control of not lessthan 95 percent or as stipulated using vibratorycompactor including cost of water etc. complete withlead upto1 km and all lifts as directed.

Cum. 64.05 2.87

12 Item No.12 :-Providing cut off trench filling using selectedimpervious soil from approved borrow areasincluding cost of all materials, machinery,labour, allother operations such as collection of soil, spreadingsoil in layer of specified thickness, sorting out,breaking clods, levelling, sectioning edges / sides,watering, compacting each layer to density control ofnot less than 95 percent or as stipulated usingvibratory compactor including cost of water etc.complete with lead upto1 km and all lifts as directed.

Cum. 118.10 2.21

13 Item No.13 A :-Providing hearting embankment using selected

impervious soil from approved borrow areas(Government acquired land) in layers including costof all materials, machinery, labour, all other operationssuch as collection of soil, spreading soil in layer ofspecified thickness, sorting out, breaking clods,levelling, sectioning edges / sides, watering,compacting each layer to density control of not lessthan 95 percent or as stipulated using vibratorycompactor including cost of water etc., complete with lead upto1 km and all lifts as directed.

Cum. 107.70 2.11

18


1 2 3 4 5

Sr.No. Item Unit


Item No.13 B :-Providing hearting embankment using selectedimpervious soil from approved borrow areas(Private land- contractors own material) in layersincluding cost of all materials, machinery,labour, allother operations such as collection of soil, spreadingsoil in layer of specified thickness, sorting out,breaking clods, levelling, sectioning edges / sides,watering, compacting each layer to density control ofnot less than 95 percent or as stipulated usingvibratory compactor including cost of water etc.,complete with lead upto1 km and all lifts as directed.

Cum. 164.50 2.10

14 Item No.14 A :-Providing casing embankment using selectedpervious material from approved borrow areas(Government acquired land) in layers of includingcost of all materials, machinery,labour, all otheroperations such as collection of soil, spreading soil inlayer of specifiedthickness, sorting out, breaking clods,levelling, sectioning edges / sides, watering,compactingeach layer to density control of not lessthan 95 percent or as stipulated using vibratorycompactor including cost of water etc., complete withlead upto1 km and all lifts as directed.

Cum. 133.05 2.88

Item No.14 B :-Providing casing embankment using selectedpervious material from approved borrow areas(Private land- contractors own material) in layers ofincluding cost of all materials, machinery, labour, allother operations such as collection of soil, spreadingsoil in layer of specifiedthickness, sorting out, breakingclods, levelling, sectioning edges / sides, watering,compacting each layer to density control of not lessthan 95 percent or as stipulated using vibratorycompactor including cost of water etc., complete withlead upto1 km and all lifts as directed.

Cum. 189.90 2.87

19


1 2 3 4 5

Sr.No. Item Unit


15 Item No.15 :-Providing cohesive non-swelling (CNS) materiallining to canals using selected material fromapproved borrow area including cost of allmaterials, machinery, labour, spreading soil in layersof thickness not more than 150 mm including providing20 cm or so (perpendicular to side slope) of extrapride ,removing pride just prior to the placement oflining, breaking clods, watering, compacting to densitycontrol of not lessthan 95 percent or as stipulated,dressing to required profile including cost of water etc.complete with lead upto1 km and all lifts as directed.

Cum. 187.65 45.25

16 Item No.16 :-Providing and constructing 300 mm thick dry rubblestone pitching with pin headers at 2 per sqm usingstones and stone chips from approved sourceincluding cost of all materials, labour, hand packing /wedging stone chips, finishing etc.,complete with leadupto 50 m and all lifts as directed.

Sqm. 254.85 53.99

17 Item No.17 :-Providing and constructing 450 mm thick dry rubblestone pitching with pin headers at 2 per sqm usingstones and stone chips from approved sourceincluding cost of all materials, labour,hand packing /wedging stone chips, finishing etc.,complete with leadupto 50 m and all lifts as directed.

Sqm. 346.85 80.85

18 Item No.18 :-Providing and constructing dry rubble rock-toe usingrubble and stone chips from approved source including cost of all materials, machinery, labour, handpacking rubble and stone chips, finishing top and sidesto required slopes etc., complete with lead upto 50 mand all lifts as directed.

Cum. 639.90 161.83

19 Item No.19(A) :-Providing and constructing longitudinal and crossgraded filter drains using sand and 20 mm downapproved clean, hard, graded aggregates satisfyingspecified filter creteria in layers of specified thicknessincluding cost of all materials, machinery, labour,laying to required slopes, compaction etc., complete asper specifications and approved drawings with leadupto 50 m and all lifts as directed.

Cum. 1012.90 215.02

20


1 2 3 4 5

Sr.No. Item Unit


Item No.19(B) :-Providing and constructing 0.50 m thick vetical or

inclined graded filter media consisting of 150 mmthick sand layers and 200 mm thick 20 mm downcoarse approved clean, hard, graded aggregatessatisfying specified filter creteria in layers of specifiedthickness including cost of all materials, machinery,labour, laying to required slopes, compaction etc.,complete as per specifications and approved drawingswith lead upto 50 m and all lifts as directed.

Cum. 1019.30 215.02

20 Item no 20:- Dewatering by pumping out water collected with 10to 19 HP Diesel & Electrical pumps including cost of allmaterials, machinery, labour, providing sump and allother ancillary operations whenever necessary etc.complete under specific and indispensablecircumstances with prior approval from competentauthority with authentic evidence of records justifyingdewatering etc. complete as directed.

BHP Hr. 34.65 14.94

21 Item No 21:- Providing and Laying of Quarry Spalls ofapproved trap stone quality of specified thicknessincluding hand packing etc. complete as perspecifications & approved drawing with lead of 50mand all lifts as directed.

Cum 296.25 36.39

21




SECTION 3

CONCRETE WORK INCLUDING CENTERING, UCR MASONRY, BRICK MASONRY

AND R.C.C. PIPES

ITEM NO. 22 TO 67

सामाईक दरसूची 2018-19 सवसाधारण बाबी (General Notes)

1.0 सामाईक दरसूचीम ये िवचारात घेतलेले सव कारचे संधानक हे बॅ चग लँट व ा झट

िम सर या सहा याने करणे अिभ ेत असून यानुसार दर पिरगिणत केललेे आहेत. काहंी अपवादा मक पिर थतीत जर बॅ चग लँट व ा झट िम सर ऐवजी िम सर या सहा याने संधानकाचे काम करणे अपिरहाय असलेस यास संबंिधत अधी क अिभयंता याचंी पूव मा यता घेऊन याबाबीचे दर मूळ दरा या 5% ने (Total Basic rate worked out in the CSR) कमी करावते. तसेच अपवादा मक पिर थतीत अजॅ स कॉ ीट िम सर या सहा याने संधानक के यास यास संबंिधत अधी क अिभयंता याचंी पूव मा यता घेऊन याबाबीचे दर मूळ दरा या 2% ने (Total Basic rate worked out in the CSR) कमी करावते.

2.0 जर संधानकाचे काम 4.5 मी. पे ा जा त उंचीवर करावयाचे असेल व संधानकाचे काम पंपाने अगर टॉवर े न या सहा याने कर याचे िनयोजन असेल तर यासाठी अितिर त

. 170.45/घमी एवढा दर अंतभतू कर यात यावा. मा अशी तरतूद संबंिधत अधी क अिभयंता याचें पूव मा यतेने करावी. तसेच सदर दर पृथ:करणात 2% sundries, 20% over head charges & Contractor’s Profit व 1% labour amenities याचंा अंतभ व अस याने तरतूद करताना या बाबी दुबार होणार नाहीत, याची द ता यावी.

3.0 काल यावरील बाधंकामासंाठी सावजिनक बाधंकाम िवभागा या दरसूचीचा अवलंब यापुढे क नये.

4.0 कामा या व पानुसार लागणारे सटर ग व शटर ग संबंिधत बाब या दरात िवचारात घेतलेले आहेत. यानुसार कामाचे व प िवचारात घेऊन दरसूचीतील यथायो य दराची िनवड कर यात यावी. याबाबतची जबाबदारी तािं क मा यता देणा या अिधका याची राहील.

5.0 टलचा दर M.S./HYSD/TMT हा जॉईंट लॅ ट किमटी माणे व तु व सेवाकर वगळून घे यात यावा.

6.0 अंदाजप के तयार करताना सािह या या वहन अंतरातून ारंिभक वहन अंतर (1 िकमी) वजा कर यात येऊ नये.

7.0 िविवध यासा या आरसीसी निलका बसिवणे बाबत : दरपृथ:करणात फ त िविवध यासा या निलका पसरणे व जोडणे यासाठीचा ित र.मी. दर पिरगिणत कर यात आलेला आहे. अंदाजप के तयार करताना संबंिधत अधी क अिभयंता यानंी आर.सी.सी. पाईपचे दरानुषंगाने िवहीत प दतीने िनयमानुसार मा यता देऊन संबंधीत पाईपचे दर उपयोगात आणावते.

CONSUMPTION OF MATERIAL CONSIDERED IN RATE ANALYSIS Item No.

Item in brief Cement In bags

Coarse Aggregate

Fine Aggregate

22 CC M-10 (20 MSA) 4.4 0.94 0.47 CC M-10 (40 MSA) 4.4 0.94 0.47 CC M-10 (80 MSA) 4.33 0.94 0.47



25 CC M-20 (20 MSA) 6.60 0.90 0.45 CC M-20 (40 MSA) 6.08 0.89 0.45

26 CC M-25 (20 MSA) 7.62 0.90 0.45 27 CC M-15 (20 MSA) for Bed lining per Cum 5.64 0.90 0.45

B) for side lining with curing compound 5.64 0.90 0.45 B) for side lining without curing compound 5.64 0.90 0.45

28 CC M-15 (20 MSA) Mechanised lining for bed lining 5.64 0.90 0.45 B) for side lining with curing compound 5.64 0.90 0.45 B) for side lining without curing compound 5.64 0.90 0.45

29 Chip Masonry behind concrete lining 1.25 1.24 (Rubble)

0.35

32 UCR Masonry in CM 1:5 for side lining 2.00 1.24 (Rubble)

0.35

33 Cement Plaster 6 mm thick in CM 1:3 0.057 0.006 34 CC M-10 (20 MSA) 4.40 0.94 0.47

CC M-10 (40 MSA) 4.40 0.94 0.47 CC M-10 (80 MSA) 4.33 0.94 0.47


36 CC M-15 (20 MSA) for abutment, pier 5.64 0.90 0.45 CC M-15 (40 MSA) for abutment, pier 5.20 0.89 0.45 CC M-15 (80 MSA) for abutment, pier 4.99 0.90 0.45

37 CC M-20 (20 MSA) for abutment, wing wall, returns, transition walls, piers, columns, beams & Slabs, road slab, kerb, super passage/slab culvert, trough resting on ground, trough for aqueduct, wearing coat & other concrete

6.60 0.90 0.45

CC M-20 (40 MSA) for abutment, retaining walls, piers 6.08 0.89 0.45 38 CC M-25 (20 MSA) for column, beams and slabs, road

slab, kerb, super passage/slab culvert, trough resting on ground, trough aqueduct, wearing coat

7.62 0.90 0.45

39 CC M-30 (20 MSA) for trough aqueduct, slab 9.20 0.85 0.425 48, 50

UCR Masonry in CM 1:5 for foundation and super structure (30% mortar)

1.71 1.15 (Rubble)

0.30

(35% mortar) 2.00 1.1 (Rubble)

0.35

(45% mortar) 2.57 1.00 (Rubble)

0.45

49 UCR Masonry in CM 1:6 for foundation (30% mortar) 1.43 1.15 (Rubble)

0.30

(35% mortar) 1.67 1.1 (Rubble)

0.35

(45% mortar) 2.14 1.00 (Rubble)

0.45

53 Cement Pointing in CM 1:3 0.0295 0.003 Cement Pointing in CM 1:2 0.0449 0.003

58 B.B. Masonry in CM 1:5 1.77 480 (Bricks)

0.31


1 2 3 4 5DAM & ALLIED WORKS FOUNDATION & BEDDING

ITEM NO. 22 : Providing and laying in situ cement concrete of grade M-10 of trap /granite / quartzite / graded metal for foundation and bedding with Batching Plantand Transit Mixer including placing, compacting, curing etc. complete with an initiallead of 1 km & all lifts as directed.

(A) M-10 (20 MSA) (Cement 4.4 bags/Cum) Cum 3289.55 397.15(B) M-10 (40 MSA) (Cement 4.4 bags/Cum) Cum 3289.55 397.15(C) M-10 (80 MSA) (Cement 4.33 bags/Cum) Cum 3227.60 397.15ITEM NO. 23 : Providing and laying in situ cement concrete of grade M-15 of trap /granite / gneiss / quartzite / graded metal for foundation and bedding withBatching Plant and Transit Mixer including placing, compacting, curing with aninitial lead of 1 km and all lifts etc. complete as directed.

(A) M-15 (20 MSA) (Cement 5.64 bags/Cum) Cum 3581.30 397.15

(B) M-15 (40 MSA) (Cement 5.20 bags/Cum) Cum 3452.20 397.15

(C) M-15 (80 MSA) (Cement 4.99 bags/Cum) Cum 3356.95 397.15

SUB & SUPER STRUCTURE24 ITEM NO. 24 : Providing and laying in situ cement concrete of grade M-15 of trap /

granite / gneiss / quartzite / graded metal for PCC with or without surfacereinforcement/RCC concreting requiring heavy or special type of shutteringfor works of gallery, sluice, spillway crest, spillway down stream face, energydissipating structures, intake structures, training walls, piers, abutments etc.with Batching Plant and Transit mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.


(B) M-15 (40 MSA) (Cement 5.20 bags/Cum) Cum 4153.80 647.10

(C) M-15 (80 MSA) (Cement 4.99 bags/Cum) Cum 4062.90 647.10ITEM NO. 25 : Providing and laying in situ cement concrete of grade M-20 of trap /granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice,spillway crest, spillway down stream face, energy dissipating structures,intake structures, training walls, piers, abutments, slab etc. with BatchingPlant and Transit mixer including shuttering and scaffolding, placing,compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.


(B) M-20 (40 MSA) (Cement 6.08 bags/Cum) Cum 4395.50 647.10ITEM NO. 26 : Providing and laying in situ cement concrete of grade M-25 of trap /granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice,spillway crest, spillway down stream face, energy dissipating structures,intake structures, training walls, piers, abutments, slab etc. with BatchingPlant and Transit mixer including shuttering and scaffolding, placing,compacting, curing with an inital lead of 1 km and all lifts etc. complete as directed.


23

25

26

22


COMMON SCHEDULE OF RATES FOR 2018-19 CONCRETE WORKS

Sr. No. Item Unit

Rates for 2018-19 (Rate in Rs.)

22


Sr. No. Item Unit


CANAL & ALLIED WORKSITEM NO. 27:- Providing and laying in situ M-15 (20 MSA)(28 days cubecompressive strength not less than 15N/sqmm) grade cement concrete withclean, hard, graded aggegrates for canal lining for side and bed including costof all materials, machinery, labour, cleaning with batching plant and transitmixer placing in position, finishing with all slope of canal including scaffolding,formwork, compaction, curing, by cutting grooves, filling with sealing compound andproviding porous plugs preparation of sub grade etc. complete with an initial lead of1 km and & all lifts as directed.

A) For Bed Lining (Cement 5.64 bags/Cum) Cum 4581.45 430.68

B) i) For Side Lining wih curing compound (Cement 5.64 bags/Cum) Cum 4827.75 339.47

ii) For Side Lining without curing compound i.e. by curing with water (Cement 5.64bags/Cum)

Cum 4764.30 439.10

ITEM NO. 28 :- Providing and laying in situ mechanised lining in M-15 (20MSA) (28 days cube compressive strength not less than 15N/sqmm) gradecement concrete with clean, hard, graded aggegrates for canal side and bedusing vibrating cylindrical type mechanical paver including cost of allmaterials, machinery, labour, cleaning with batching plant and transit mixerfinishing with all slope of canal including scaffolding, formwork, compaction, curing,by cutting grooves, filling with sealing compound and providing porous plugspreparation of sub grade etc. complete with initial lead of 1 km and & all lifts asdirected.A) For Bed Lining (Cement 5.64 bags/Cum) Cum 4819.40 430.68B) i) For Side Lining wih curing compound (Cement 5.64 bags/Cum) Cum 5065.70 339.47

B) ii) For Side Lining without curing compound i.e. by curing with water (Cement 5.64bags/Cum)

Cum 5002.25 439.10

29 ITEM NO. 29 :- Providing & laying chip masonry back filling behind concrete lining inC.M. 1:8 including striking joints, curing, scaffolding but excluding pointing etc.complete as directed.(35% mortar) (Cement 1.25 bags/Cum)

Cum 1639.10 460.82

30 ITEM NO. 30 :- Providing, laying, erecting and dismantling M.S. plates form work forside lining, etc. complete as directed. (for steeper slopes only) (to be used with prior approval of C.E.)

Sqm 208.40 90.84

ITEM NO. 31 :- Providing and laying polythene film of 031 properly manufacturedfrom 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package inrolls/ as per specifications.A) 200 microns Sqm 49.85 2.28

B) 400 microns Sqm 97.45 2.28C) 600 microns Sqm 145.00 2.28

32 ITEM NO. 32 :- Providing and laying 40 and 45 cm. thick UCR masonry in C.M. 1:5for side lining of the canal including raking joints, scaffolding and curing etc.complete excluding pointing, with lead upto 50 m. and all lifts as directed.(35% mortar) (Cement 2.00 bags/Cum)

Cum 2272.90 713.63

33 ITEM NO. 33 :- Providing and laying cement plaster 6 mm thick in C.M. 1:3 singlecoat without neru finish to concrete surface in all position including scaffolding,curing, including etc. complete as directed.(Cement 0.057 bags/Sqm)

Sqm 101.20 54.90

31

27

28

23


Sr. No. Item Unit


CANAL STRUCTURES34 ITEM NO. 34 :- Providing and laying in situ cement concrete of grade M-10 of

trap/ granite / quartzite / graded metal for foundation and bedding with BatchingPlant and Transit Mixer including placing, shuttering, compacting, curing, etc.complete with an initial lead of 1 km and all lifts as directed.(A) M-10 (20 MSA) (Cement 4.4 bags/Cum) Cum 3921.85 767.62(B) M-10 (40 MSA) (Cement 4.4 bags/Cum) Cum 3921.85 767.62(C) M-10 (80 MSA) (Cement 4.33 bags/Cum) Cum 3859.85 767.62ITEM NO. 35 :- Providing and laying in situ cement concrete of grade M-15 of trap /granite / gneiss / quartzite / graded metal for foundation and bedding by Batching Plant & Transit Mixer including shuttering, scaffolding, placing, compacting, curingetc. complete with an initial lead of 1 km and all lifts as directed.

(A) M-15 (20 MSA) (Cement 5.64 bags/Cum) Cum 4213.60 767.62(B) M-15 (40 MSA) (Cement 5.20 bags/Cum) Cum 4084.50 767.62(C) M-15 (80 MSA) (Cement 4.99 bags/Cum) Cum 3989.25 767.62ITEM NO. 36 :- Providing and laying in situ cement concrete of grade M-15 of rap /granite / gneiss / quartzite / graded metal for RCC works of retaining walls, piers,abutments, etc. with Batching Plant and Transit mixer including shuttering,scaffolding, placing, compacting, curing etc. complete with an initial lead of 1 km andall lifts as directed.(A) M-15 (20 MSA) (Cement 5.64 bags/Cum)i) For Abutment, wing walls, returns, transition walls Cum 4903.15 868.06ii) For Piers Cum 5035.30 915.14(B) M-15 (40 MSA) (Cement 5.20 bags/Cum)i) For Abutment, wing walls, returns, transition walls Cum 4774.05 868.06ii) For Piers Cum 4906.20 915.14(C) M-15 (80 MSA) (Cement 4.99 bags/Cum)i) For Abutment, wing walls, returns, transition walls Cum 4683.15 868.06ii) For Piers Cum 4815.30 915.14ITEM NO. 37 :- Providing and laying in situ cement concrete of grade M-20 of trap /granite / gneiss / quartzite / graded metal for RCC works of abutment, wing walls,returns, transition walls, piers, columns, beams and slabs, diaphram walls,road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. . withBatching Plant and Transit mixer including shuttering, scaffolding, placing,compacting, curing etc. complete with an initial lead of 1 km and all lifts as directed.

(A) M-20 (20 MSA) (Cement 6.60 bags/Cum)i) For Abutment, wing walls, returns, transition walls Cum 5166.85 868.06ii) For Piers Cum 5299.05 915.14iii) Columns Cum 7149.60 1574.42iv) Beams and slabs Cum 7484.50 1538.21v) Road Slab, kerb, super passage/slab culvert etc. Cum 7264.95 1469.36vi) Trough resting on ground Cum 6617.95 1266.52vii) Trough for aqueduct Cum 8119.90 1737.43viii) Wearing Coat and other required concrete Cum 3845.05 397.15(B) M-20 (40 MSA) (Cement 6.08 bags/Cum)i) For Abutment/retaining walls/wing walls/Transition walls Cum 5015.75 868.06ii) For piers Cum 5147.90 915.14

35

36

37

24


Sr. No. Item Unit


ITEM No. 38 :- Providing and laying in situ cement concrete of grade M-25 of trap /granite / gneiss / quartzite / graded metal for RCC works of columns, beams andslabs, diaphram walls, Road slabs trough (Box Culvert) trough for aqueduct,wearing coat, etc. with Batching Plant and Transit mixer including shuttering,scaffolding, placing, compacting, curing etc. complete with an initial lead of 1 km andall lifts as directed.

(A) M-25 (20 MSA) (Cement 7.62 bags/Cum)i) Columns Cum 7429.80 1574.42ii) Beams and slabs Cum 7764.65 1538.21iii) Road Slab, kerb, super passage/slab culvert etc. Cum 7545.10 1469.36iv) Trough resting on ground Cum 6898.10 1266.52v) Trough for aqueduct Cum 8400.10 1737.43vi) Wearing Coat Cum 4125.20 397.15ITEM NO. 39 :- Providing and laying in situ cement concrete of grade M-30 fortrough of aqueduct etc. of trap / granite / gneiss / quartzite / graded metal withBatching Plant and Transit mixer including shuttering, scaffolding, placing,compacting, curing with an initial lead of 1 km and all lifts etc.complete as directed.

(A) M-30 (20 MSA) for trough of aqueduct (Cement 9.20 bags/Cum) Cum 8773.05 1737.43

(B) M-30 (20 MSA) for slab (Cement 9.20 bags/Cum) Cum 8137.60 1538.21ITEM NO. 40 :- Providing and laying expansion / construction joint with 18 SWGcopper plate and shalitex expansion pad below and above the copper plateincluding sealing the joint with shalitex sealing compound including 50 x 50 x 5 mmangle frame with stainless steel bolts etc.complete as directed.(For all slab thickness ) A) 60 cm wide copper plate Sqm 13487.70 412.58B) 37.50 cm wide copper plate Sqm 15745.70 660.13

41 ITEM NO. 41 :- Providing and laying expansion / construction joint with shalitex super expansion pad (jute fiber) 12 mm thick including sealing the joint withshalitex sealing compound etc. complete as directed.(For all slab thickness).

Sqm 1189.95 151.60

42 ITEM NO. 42 :- Providing and fixing G.I. sheet 24 gauge and 22.5 cm. wide for theconstruction joint in R.C.C. trough wall including cutting 15 cm. overlap, riveting thejoints and fixing in position etc. complete as directed.

Rmt 120.65 30.77

43 ITEM NO. 43 :- Cutting, bending, hooking, laying in position and tying M.S./ HYSD /TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. completeas directed.

MT 7910.30 7215.04

40

38

39

25


Sr. No. Item Unit


CENTERING ITEMS44 ITEM NO.44:- Providing, erecting and laying steel shuttering formwork and making

surface suitable for concreting including dismantling etc. complete as directed.

(A) For abutments,piers,wings,returns,etc. Sqm 406.75 144.90

(B) For RCC Solid/Deck slab/Box Cells/ Trough of Aqueduct etc. Sqm 462.15 144.90(C) For curved surface Sqm 488.05 173.87

45 ITEM NO.45:- Providing and erecting steel props centering (A) Up to 3.00 m height including bracing, strengthening and dismantling etc. complete as directed.

Sqm 210.30 90.68

(B) Rate for centering for every Additional 1.00 m height Sqm 75.85 45.34

U.C.R. MASONARYITEM NO.46 :- Providing U.C.R. masonry in C.M. 1:5 in foundation upto 0.5 m above G.L. with 50 m. lead and all lifts including striking joints, curing etc. complete as directed. A) Thickness of wall upto 1 m. (30% mortar)

Cum

1929.80 412.76(B) Walls of water retaining structures thinner than 1.0 m. and walls of structuresthicker than 1.0 m. other than dams and water retaining structures. (35% mortar).

Cum 1948.20 333.54

(C) For dams and water retaining structures (45% mortar) . Cum 2140.70 333.54ITEM NO.47 :- Providing U.C.R. masonry in C.M. 1:6 in foundation upto plinth with50 m. lead and all lifts including striking joints, curing etc.complete as directed.

(A) (30% mortar). Cum 1852.85 412.76(B) (35% mortar) Cum 1857.55 333.54(C) (45% mortar). Cum 2022.60 333.54ITEM NO. 48 :- Providing U.C.R. masonry in C.M. 1:5 in superstructure with 50 m.lead and all lifts including striking joints etc.complete as directed.

(A) Thickness of walls upto 1 m. (30% mortar) Cum 1950.40 433.40

(B) Walls of water retaining structures thinner than 1.0 m. and walls of structuresthicker than 1.0 m. other than dams and water retaining structures. (35% mortar).

Cum 1964.85 350.22

(C) For dams and water retaining structures (45% mortar) . Cum 2157.35 350.22ITEM NO. 49 :- Providing khandki facing to the face of masonry with pointing inC.M. 1:2 including finishing to the required shape & slope with necessaryscaffolding, curing etc. complete with lead of 50 m. as directed.(It is assumed that the Khandkis are of the size 20 cm x 20 cm. No mortar for jointingis taken into account, only face pointing of joint is considered). (A) with khandki facing on one side Sqm 2129.35 91.30(B) with khandki facing on both side. Sqm 4167.35 91.30

50 ITEM NO. 50 :- Providing and laying dry stone rubble masonry excluding pointing etc.complete as directed.

Cum 1025.90 241.20

ITEM NO. 51 :- Providing pointing with cement mortar for stone masonry includingracking joints, scaffolding, curing etc. complete as directed.(A) In Cement Mortar 1:3 Sqm 44.35 31.31

(B) In Cement Mortar 1:2 Sqm 48.90 31.60

52 ITEM NO. 52 :- Providing and constructing coarse rubble masonry II sort in C.M. 1:4.5 for super structure with lead upto 50m. and lift upto 1.5m. including strikingjoints, curing etc. complete excluding cement pointing etc.complete as directed.(30% mortar)

Cum 4750.85 682.97

53 ITEM NO. 53 :- Cutting rectangular grooves of size 10 cm. x 10 cm. in stonemasonry including clearing pointing etc. to facilitate smooth working of needlesetc.complete as directed.

Rmt 1123.50 1123.50

49

51

46

47

48

26


Sr. No. Item Unit


54 ITEM NO. 54 :- Providing and laying rough dressed cut stone coping 23 cm. thick in C.M. 1:5 excluding cement pointing but including watering with lead 50 m. and all lifts etc.complete as directed.

Cum 5686.55 2402.16

55 ITEM NO. 55 :- Providing coalgrout U.C.R. masonry in C.M. 1:3 (43% mortar) proper packing rubble and of the required shape and quality with the coalgrout at required pressure with 50 m. lead and all lifts including scaffolding, watering etc. complete as directed. (Excluding formwork and staging)

Cum 2795.10 325.14

BRICK MASONARY56 ITEM NO. 56 :- Providing B.B. masonry with conventional I.S. type bricks for super

structure including striking joints, watering, scaffolding with lead upto 50 m. and alllifts including cost of materials etc. complete as directed.

Cum 4808.25 461.51

57 ITEM NO. 57 :- Providing B.B. masonry with conventional I.S. type bricks in Cement Mortar 1:5 in super structure upto floor level including mild steel reinforcement of 2bars of 6 mm dia. placed by every 3rd course properly bent, bounded at ends,scaffolding, watering with lead upto 50 m. and all lifts including cost of materialsetc.complete as directed.

Cum 664.55 63.32

PIPE LAYINGITEM NO. 58 :- Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes andcollars), labour, aligning pipes, batching and mixing mortar, packing joints with hempand mortar, finishing, curing with lead up to 50 m and all lifts etc. complete asdirected.(A) 1200 mm dia Rmt 433.40 263.21(B) 1000 mm dia Rmt 324.30 197.48(C) 900 mm dia Rmt 311.65 197.48(D) 800 mm dia Rmt 299.00 197.48(E) 600 mm dia Rmt 228.90 164.63(F) 450 mm dia Rmt 177.15 131.77(G) 300 mm dia Rmt 157.85 131.77

59 ITEM NO. 59 :- Laying and jointing R.C.C. pipe of NP3 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes andcollars), labour, aligning pipes, batching and mixing mortar, packing joints with hempand mortar, finishing, curing with lead up to 50 m and all lifts etc. complete asdirected.a) 1200 mm dia Rmt 512.40 342.17b) 900 mm dia Rmt 370.90 256.74

60 ITEM NO. 60 :- Laying and jointing R.C.C. pipe of P1 class of 900 mm dia or IRCstandard in C.M. 1:2, proportion by volume including cost of all materials (excludingpipes and collars), labour, aligning pipes, batching and mixing mortar, packing jointswith hemp and mortar, finishing, curing with lead up to 50 m and all lifts etc.complete as directed.

Rmt 370.90 256.74

61 Item No. 61 :- Providing and laying in situ cement concrete of grade M-20 of trap /granite / gneiss / quartzite / graded metal for Staunch wall with Batching Plantand Transit Mixer considering lead of 5 kms from batching plant, includingshuttering, scaffolding, placing, compacting, curing etc. complete as directed.

Cum 7867.95 1831.61

62 ITEM NO. 62 :- Providing and fixing RCC Boundary / Guard / Chainage blocks ofsize 75 x 20 x 20 cm including excavation and fixing in a block of 45 x 45 x 45 cm inM-15 Concrete with oil painting of two coats, lettering etc.complete as directed.(height of stone above GL 40 cm.)

No 742.35 120.08

63 ITEM NO. 63 :- Providing and fixing RCC Km / half km / submergence boundaryblocks of size 95 x 20 x 20 cm including excavation and fixing in a block of 45 x 45 x45 cm in M-15 Concrete with oil painting of two coats, lettering etc. complete asdirected.(height of stone above GL 60 cm.)

No 871.10 183.20

58

27


Sr. No. Item Unit


64 ITEM NO. 64 :- Providing and fixing canal information board of 1.2 x 0.75 mprepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm withcross bracing of size 25 x 25 x 3 mm including painting with one coat of zincchromate storing primer and two coats each of green/white back ground and backside grey store enamelled bonded with red retro reflective sheet Engineering grade,border / letters / numeral / arrows coated with non pealable crystal clear protectivetransperent coat retaining 100% reflection including two angle iron post of size50x50x5 mm of 3.65 m long inflated at botton drilled on top and painted in white andblack bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size10 mm dia. and 20 mm long sheet and angle iron post in one piece without jointsincluding all taxes, conveying, fixing in ground with cement concrete in M-15 block ofsize 60 x 60 x 75 cm as directed by Engineer-in-Charge.

No 5791.25 2043.47

65 ITEM NO. 65 :- Providing and laying rubble soling below foundation in layersincluding filling with rubble chips, murum etc. complete as directed.

Cum 938.50 417.41

66 ITEM NO. 66 :- Back filling up to ground level behind the canal structures etc.complete with suitable material of approved quality in layers not exceeding 20 cmwithout disturbing the structure etc. complete as directed.

Cum 46.85 3.04

67 ITEM NO. 67 :- Providing and constructing contraction joints by fixing 310 mm widecentral bulb type approved quality PVC water stop in two lines with 8 mm dia. Steeldowel rods on either side at 1 m interval, forming 125 x 125 size groove in between 2water stops for filling asphalt, fixing 15 mm dia. two legged G.I. pipe with U-bend atbottom for circulating steam at interval and forming 150 mm ida. formed drain behingwater seals including cost of all materials, machinery, labour, filling asphalt ingroove, circulation of steam at intervals, vulcanizing water seal joints with all leadsand lifts etc. complete as directed.

Rmt 1642.05 139.63

28




SECTION-4

TUNNEL WORKS

ITEM NO. 68 TO 80

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General Assumptions (

Item No. 68:- Excavation of tunnel in all type of rock through itself / adit by drilling and

smooth control perimeter blasting, mucking, disp

ventilation inside tunnel with initial lead of 1Km (From Average face to Dump yard

& including length of Adit as 1Km

%��& '��(�� ) ��• Cross Section & Drilling Pattern Consider

Assumption :-

I) General:- • Distance of starting face of tunnel from Dumping yard including length of Adit = 500 m • Length of tunnel to be excavated from face is 1 Km.• Average length of tunnel = 500 m

i.e. Initial Lead =1 Km • Most common type of tunnel• Pay line 150mm. • C/S area upto MEL – 38.745 Sqm• C/S area upto Payline –

II) Drilling Pattern:- • Depth of drilling = 3.00m

• Pull = (2.16m) 72%

• Total No of Holes per section = 103 Nos. , Total length of drilling = 309 Rmt.

III) Quantity of Excavation:• Qty. excavated per pull=(Pull X payline area)=2.16 X 42.31=91.37 Cum Say 92 Cum

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�� ह��f�� (Assumptions) �� ह�� g�h��

#$�� $�� :�� i�� j��

General Assumptions ()2/ह4�* )

Excavation of tunnel in all type of rock through itself / adit by drilling and

smooth control perimeter blasting, mucking, disposing muck in muck yard, lighting,

ventilation inside tunnel with initial lead of 1Km (From Average face to Dump yard

as 1Km etc. Complete.

�� %�� ह�� ह� $�� #�� #ह��Cross Section & Drilling Pattern Considered (Elevation & Pattern Drawing attached

Distance of starting face of tunnel from Dumping yard including length of Adit = 500 m ength of tunnel to be excavated from face is 1 Km.

erage length of tunnel = 500 m Average lead= 500 + 500 = 1000 m (1Km)

tunnel D- Shaped with 6.50m Dia & 6.50 m Height (M

38.745 Sqm – 42.31 Sqm

4.65 drilling = 3.00m

of Holes per section = 103 Nos. , Total length of drilling = 309 Rmt.

Quantity of Excavation:- Qty. excavated per pull=(Pull X payline area)=2.16 X 42.31=91.37 Cum Say 92 Cum

�� #ह��. %m��

g�h��

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Excavation of tunnel in all type of rock through itself / adit by drilling and

osing muck in muck yard, lighting,

ventilation inside tunnel with initial lead of 1Km (From Average face to Dump yard 500 m

#ह��. & Pattern Drawing attached Separately)

Distance of starting face of tunnel from Dumping yard including length of Adit = 500 m

Shaped with 6.50m Dia & 6.50 m Height (Min. Exc.Line)

of Holes per section = 103 Nos. , Total length of drilling = 309 Rmt.

Qty. excavated per pull=(Pull X payline area)=2.16 X 42.31=91.37 Cum Say 92 Cum

Item No. 69:- Excavation of tunnel in all type of rock through shaft by drilling and

smooth control perimeter blasting, mucking, disposing muck in muck yard, lighting, ventilation inside tunnel with initial lead of 1Km (From Average face to Dump yard) and Initial lift of 50m etc. Complete.

Shaft (�� ) ��

• Cross Section & Drilling Pattern Consider

50 m

Assumption :-

I) General:- • Distance of starting face of tunnel from Dumping yard including length of Adit = 500 m

• Length of tunnel to be excavated from face is 1 Km.

• Average length of tunnel = 500 m

Distance from Average face of tunnel to

1Km)

• Depth of Shaft already excavated

• Most common type of tunnel

• Pay line 150mm.

• C/S area upto MEL –

• C/S area upto Payline

II) Drilling Pattern:• Depth of drilling = 3.00m

• Pull = (2.16m) 72%

• Total No of Holes per section = 103 Nos. , Total length of drilling = 309 Rmt.

III) Quantity of Excavation:• Qty. excavated per pull=(Pull X

• Loose Qty.= 1.50 X Compact Qty. = 92 X 1.5 = 138 Cum

Excavation of tunnel in all type of rock through shaft by drilling and

smooth control perimeter blasting, mucking, disposing muck in muck yard, lighting, ventilation inside tunnel with initial lead of 1Km (From Average face to Dump yard) and

f 50m etc. Complete.

�� %�� ह�� ह� $�� #�� #ह��.

Cross Section & Drilling Pattern Considered (Elevation & Pattern Drawing attached Separately)


ength of tunnel to be excavated from face is 1 Km.

Average length of tunnel = 500 m, Lead from shaft top to Dump yard=

Distance from Average face of tunnel to Dump yard =1000m (i.e. Initial Lead =

Depth of Shaft already excavated = 50 m, Lift from shaft bottom to shaft top =

ost common type of tunnel D- Shaped with 6.50m Dia & 6.50 m Height (MEL)

– 38.745 Sqm

area upto Payline – 42.31 Sqm

Drilling Pattern:- epth of drilling = 3.00m

Total No of Holes per section = 103 Nos. , Total length of drilling = 309 Rmt.

Quantity of Excavation:- Qty. excavated per pull=(Pull X payline area)=2.16 X 42.31=91.37 Cum Say 92 Cum

Loose Qty.= 1.50 X Compact Qty. = 92 X 1.5 = 138 Cum

Excavation of tunnel in all type of rock through shaft by drilling and

smooth control perimeter blasting, mucking, disposing muck in muck yard, lighting, ventilation inside tunnel with initial lead of 1Km (From Average face to Dump yard) and

Drawing attached Separately)


= 500 m

1000m (i.e. Initial Lead =

Lift from shaft bottom to shaft top =50 m

Shaped with 6.50m Dia & 6.50 m Height (MEL)

Total No of Holes per section = 103 Nos. , Total length of drilling = 309 Rmt.

payline area)=2.16 X 42.31=91.37 Cum Say 92 Cum

Item No. 70:- Excavation of Shaft in all type of rock by drilling and smooth control

perimeter blasting, mucking, disposing muck in muck yard, lighting, ventilation inside

shaft with initial lead of 500 m (From Top of Shaft to Dump yard ) & Initial lift of 25 m etc.

Complete.

Shaft ��) �� %�� ह�� ह� $�� #�� #ह��.

• Cross Section & Drilling Pattern Considered (Pattern Drawing attached Separately):-

Assumption :-

I) Genaral Size of Shaft = 12 X 5 m

• Average depth of shaft = 25m 50 m Lead from shaft top to dumping yard is 500m

• Rectangular shaped construction shaft with

dimensions 12m length x 5m width.(MEL)

• Pay line 150mm.

• C/S area upto MEL – 60.00 Sqm.

• C/S area upto Payline – 65.19 Sqm.

II) Drilling Pattern:-

• Consider depth of drilling = 1.50m

• Pull = (0.90m) 60%

• Consider 2.45 No of holes per Sqm area

• Total No of Holes per section = 160 Nos.

• Total length of drilling = 240 Rmt.

III) Quantity of Excavation:- • Qty. excavated per pull=(Pull X payline area)=

0.90 X 65.19=58.67 Cum Say 59 Cum

• Loose Qty.= 1.50 X Compact Qty. = 59 X 1.5 =

88.5 = Say 89 Cum

Completed Rate

Labour

68 Item no. 68: Excavation of tunnel in all types of rock through itself /adit by drilling and smooth control perimeter blasting, mucking, disposingmuck in muck yard, lighting, ventilation inside tunnel considering crosssection of tunnel as D-shaped with 6.5 m bottom width & 6.5 mheight with initial lead of 1 Km (From average face to Dump yardincluding length of Adit)and all lifts etc. Complete

Cum 1950.00 628.81

69 Item no. 69: Excavation of tunnel in all types of rock through Shaft bydrilling and smooth control perimeter blasting, mucking, disposing muckin muck yard, lighting, ventilation inside tunnel considering crosssection of tunnel as D-shaped with 6.5 m bottom width & 6.5 mheight with initial lead of 1 Km (From average face to Dump yard) and alllifts etc. Complete.

Cum 2690.95 628.81

70 Item no.70: Excavation of Shaft in all types of rock by drilling andsmooth control perimeter blasting, mucking, disposing muck in muckyard, lighting, ventilation inside tunnel considering size of shaft asRectangular shape 12 x 5 m. and depth of 50 m. with initial lead of 500m (From top of shaft to Dump yard) & initial lift of 25 m. etc. Complete.

Cum 2668.45 1153.76

71 Item no. 71: Providing and fixing steel rock bolts 25 mm dia of variouslengths with resin bond cement capsule anchorage including drillingholes, inserting grout capsule, driving bolt, fixing 10 mm thick plate andnuts and tightening the same by torque wrench after hardening of cementgrout, cost of all materials, machinery, labour, ventilation, lighting,drainage and other ancillary operations with lead upto 1 Km and all liftsetc complete.Total weight of rock bolt 3.10 x 3.85 x 10 = 119.35 kg

Kg 199.95 16.03

72 Item no. 72: Providing and fixing steel rock bolts 25 mm dia of variouslengths with mechanical / wedge type anchorage including drilling holes,providing tapered steel wedge, plate and nuts and tightening the same bytorque wrench after hardening of cement grout, cost of all materials,machinery, labour, ventilation, lighting, drainage and other ancillaryoperations with lead upto 1 Km and all lifts etc complete.Total weight of rock bolt 3.10 x 3.85 x 10 = 119.35 kg

Kg 144.10 16.03

73 Item no. 73 A: Providing and fixing anchor bar of 25 mm diameter withresin bond cement capsule anchorage including drilling holes, insertinggrout capsule, driving anchor, cost of all materials, machinery, labour,ventilation, lighting, drainage and other ancillary operations with leadupto 1 Km and all lifts etc complete.Total length of anchor bar inside the drilled hole = 2.275 m (67 % of totallength of bar)Total length of anchor bar outside the drilled hole = 1.10 m (33 % of totallength of bar)

Rmt 483.30 14.47

Item no. 73 B: Providing and fixing anchor bar of 32 mm diameter withresin bond cement capsule anchorage including drilling holes, insertinggrout capsule, driving anchor, cost of all materials, machinery, labour,ventilation, lighting, drainage and other ancillary operations with leadupto 1 Km and all lifts etc complete.Total length of anchor bar inside the drilled hole = 2.90 m (67 % of totallength of bar) Total length of anchor bar ouside the drilled hole = 1.42 m (33% of totallength of bar)

Rmt 459.20 8.83

Rates proposed for CSR 2018-19


SECTION 4 -TUNNEL WORKS

Sr. No. Description Unit

29

Completed Rate

Labour

Rates proposed for CSR 2018-19Sr.

No. Description Unit

74 Item no. 74: Providing, fabricating and fixing in position permanentstructural steel supports as per details including cost of all materials,machinery, labour, cutting, bending, welding, grinding, lighting,ventilation, drainage and all other ancillary operations with lead upto 1Km and all lifts etc complete.

MT 104340.75 18075.53

75 Item no. 75: Providing, fabricating and placing in position reinforcementsteel for tunnel RCC works including cleaning, straightening, cutting,bending, hooking, lapping, welding joints wherever required tying withbinding wire including cost of all materials, machinery, labour, lighting,ventilation, drainage with initial lead upto 1 Km and all lifts etc. complete.

MT 62863.10 8760.20

76 Item no. 76: Drilling 32 mm diameter grout holes in concrete / rock bypercusion drilling using jack hammer as directed to specified depth forconsolidation / contact grouting including cost of all materials, machinery,labour, cleaning holes, ventilation, lightening, drainage and all otherancillary operations etc completeConsider 100 m drilling for analysis

Rmt 396.35 59.32

77 Item no. 77: Grouting cement slurry in grout holes under specifiedpressure for consolidation / contact grouting including cost of allmaterials, machinery, labour, redrilling wherever necessary ventilation,lightening, drainage and all other ancillary operations with lead upto 1Km and all lifts etc complete.Average progress of grouting per shift considered = 1.50 MT

MT 10480.90 1608.65

78 Item no. 78: Providing and applying M-28 plain wet shotcrete 50 mmthick in layers as directed including admixture, scaffolding, necessarymachinery, labours,ventilation, lightening, draining and all other ancillaryoperations with lead upto 1 Km and all lifts etc. complete. (By non roboticmachine) Qty of shotcrete excluding rebound 16.00/1.30 = 12.31 CumArea covered by concrete 12.31 / 0.05 = 246.00 Sqm

Sqm 895.60 48.63

79 Item no. 79: Providing and laying insitu vibrated M-20 grade cementconcrete using 20 mm clean, hard, graded aggregates crushed fromtunnel muck for side and arch lining including cost of all materials,machinery, labour, formwork, batching, mixing, conveying upto placingpoint in agitator car, placing in position, laying, vibrating, finishing, curing,ventilation, lighting, draining and all other ancillary operations for Tunnelwith lead upto 1 Km and all lifts etc. complete

Cum 6157.70 1142.54

80 Item no. 80: Providing and laying insitu vibrated M-20 grade cementconcrete using 20 mm clean, hard, graded aggregates crushed fromtunnel muck for Invert (Kerb and bed) lining including cost of allmaterials, machinery, labours, formwork, batching, mixing, conveyingupto placing point in agitator car, placing in position, laying, vibrating,finishing, curing, ventilation, lighting, draining and all other ancillaryoperations for Tunnel. with lead upto 1 Km and all lifts etc. complete

Cum 6130.65 1530.03

30




SECTION-5

LIFT IRRIGATION SCHEME

ITEM NO. 81 TO 103

Completed item Labour

1 2 3 4 581 Item. No.81:- Excavation for deep trenches for laying rising

main in Earth Soil of all types, sand, gravel and soft murumincluding trimming to correct line, level and to specified widthsincluding removing the excavated material and stacking orspreading the same upto a distance of 15 metres and all lifts asdirected, preparing the bed for foundation and necessary safetyprecautions , keep the trench undisturbed till pipe laying & fixingnecessary specials etc complete as per detailed specifications. (Payable measurements with vertical excavation). Taking output = 320 cum

cum 76.40 21.10

82 Item No. 82 :- Excavation for deep trenches for laying risingmain in Hard murum, soft bhisa, Hard man and boulderincluding trimming to correct line and level and to specifiedwidth, including removing the excavated material and stackingor spreading the same upto a distance of 15 metres and all liftsas directed, preparing the bed for foundation and necessarysafety precautions , keep the trench undisturbed till pipe laying& fixing necessary specials etc complete as per detailedspecifications. (Payable measurements with vertical excavation). Taking output = 240 cum

cum 93.35 25.78

83 Item No. 83 :- Excavation for deep trenches for laying risingmain in Soft Rock by crow bar and shavel including trimming tocorrect line and level and to specified width including trimmingand levelling the bed removing the excavated material andstacking the same upto a distance of 15 metres and all lifts asdirected and safety precautions to keep the trench undisturbedtill pipe laying & fixing necessary specials etc complete as perdetailed specifications. (Payable measurements with vertical excavation).Taking output = 180 cum

cum 113.15 31.24

84 Item No.84 :- Excavation for deep trenches for laying risingmain in Hard Rock of any toughness by blasting to correct lineand level and to specified width including trimming and levellingthe bed as directed, removing the excavated material andsorting, stacking the same upto a distance of 15 metres and alllifts as directed, preparing the bed for foundation and keep thetrench undisturbed till pipe laying & fixing necessary specialsetc complete as per detailed specifications. (Payable measurements with vertical excavation).For 100 cum

cum 477.50 399.53

85 Item No. 85 :- Murum bedding in trenches with murum ofapproved quality in layers not exceeding 150 mm to 200 mm,each layer shall be consolidated by watering and ramming etccomplete as directed.

cum 167.00 135.48

COMMON SCHEDULE OF RATE 2018-19LIFT IRRIGATION SCHEME


Rate in Rs.

31


1 2 3 4 5


Rate in Rs.

86 Item No. 86 :- Providing and filling sand in trenches with sandof approved quality including watering and compaction etccomplete as directed.

cum 898.25 124.67

87 Item No. 87 :- Backfilling the trenches in layers not exceeding300 mm, each layer shall be consolidated by watering andramming without disturbing the pipe line with excavated stuff,including breaking of clods of soil etc complete as directed.(The backfilling on the two sides of the pipeline should becarried out simultaneously)

cum 44.95 2.10

88 Item No.88 :- Providing & Erecting M.S. pipes made out ofMS plate conforming to IS 2062:1992 including procurement ofplates, gas cutting to required size, rolling, tack welding,assembling in suitable lengths to form pipes on automaticwelding machine. The welding Shall be ERW/SAW usingelectrodes having weldmark E7018 (Low Hydrogen electrodes)and forming 'V' edge on both ends of pipes, Including thirdparty inspection charges, lowering and laying to correctposition on prepared bedding or on pedastals or chairs, fieldhydraulic testing at specified test pressure as per IS 5822:1994 sec 11, field welding to join pipes after laying,Radiographic (5%) and ultrasonic (10%) testing of weldsincluding all equipments submitting report, expert personnelrequired for testing, interpreting and submitting report alongwith develop film where applicable, all incidental charges etccomplete as per IS - 3589:2001 and as per specifications (Nonegative tolerance in thickness is permissible).

Kg 88.90 13.02

89 Item No 89 :- Lowering, laying in position to correct line & levelincluding M.S. pipes with / without any outcoating on preparedbedding or on pedaetals or chairs or upon prepared formationincluding loading, unloading, hoisting, marginal cutting whereverrequired, assembling and tack welding, and transportation upto500 m etc. completed as specified with all leads & lifts etc.complete including field hydraulic testing at specified pressureand as per procedure mentioned in section 11 of IS 5822: 1994.(item to be used only in situations where pipes are alreadyprocured )For Total Quantity 7.5 Rmt &900 MM Dia 6 mm thick

kg 8.05 3.96

32


1 2 3 4 5


Rate in Rs.

90 Item No 90 :- Providing and Erecting tapers made out of MSplate conforming to IS 2062:1992 including procurement ofplates, gas cutting to required size and shape, rolling, tackwelding, full welding on either automatic welding machine ormanually and forming 'V' edge on both ends for welding it topipe, including fabrication & full welding of stiffeners as perdesign requirements, third party inspection charges, lowering &laying to correct position etc, complete as per IS - 3589 and IS -5504 as applicable and as per detailed specifications. Cost oflongitudinal welding and " V " edging required forcircumferencial welding required to connect MS special toRising main /delivery pipes is inclusive in the rate howevercircumferencial welding for connecting the M.S. special toRising main shall be paid seperately on running meter basis.(No negative Tolerance in thickness is permissible).

kg 94.10 18.74

91 Item No 91 :- Providing and Erecting "Y" connection withCrotch plate made out of MS plate conforming to IS 2062:1992including procurement of plates, gas cutting to required sizeand shape, rolling, tack welding, full welding on eitherautomatic welding machine or manually and forming 'V' edge onall the three ends for welding it to pipe, including fabrication andfull welding of crotch plate and stiffeners as per designrequirements,third party inspection charges ,lowering & laying to correct position etc, complete as per IS - 3589 and IS - 5504 asapplicable as per detailed specifications. Cost of welding ofcrotch plate is included in the rate. Cost of longitudanal weldingand " V " edging required for circumferencial welding requiredto connect MS special to Rising main /delivery pipe is inclusivein the rate however circumferencial welding required forconnecting Y-piece to Rising main / manifold pipe shall be paidseperately on running meter basis. (No negative Tolerance inthickness is permissible).

Kg 109.50 21.24

33


1 2 3 4 5


Rate in Rs.

92 Item No 92 :- Providing and Erecting "Y" and "T" brancheswith coller plate made out of MS plate conforming to IS2062:1992 including procurement of plates, gas cutting torequired size and shape, rolling, tack welding, full welding oneither automatic welding machine or manually and forming 'V'edge on both ends for welding it to pipe, including fabrication &full welding of coller plate and stiffeners as per designrequirements, third party inspection charges ,lowering & layingto correct position etc, complete as per IS - 3589 and IS - 5504 as applicable as per detailed specifications. Cost of "V" edging,machining and welding of collar plate in "Y" and "T" connectionis included in the rate. Cost of longitudinal welding and "V"edging required for circumferencial welding required to connectMS special to Rising main / delivery pipes is inclusive in the ratehowever circumferencial welding required to connect Y/T toRising main or manifold shall be paid separately on runningmeter basis. (No negative Tolerance in thickness ispermissible).

Kg 96.75 19.57

93 Item No 93 :- Providing and Erecting manhole covers madeout of MS plate conforming to IS 2062:1992 includingprocurement of plates, gas cutting to required size and shape,rolling, tack welding and full welding on either automatic weldingmachine or manually and forming 'V' edge on both ends,including fabrication and full welding of stiffeners as per designrequirements, lowering & laying to correct position etc, thirdparty inspection charges complete as per IS - 3589 and IS -5504 as applicable and as per detailed specifications. Cost oflongitudinal welding and 'V' edging required for circumferencialwelding required to connect MS special to Rising main /deliverypipes is inclusive in the rate however circumferencial weldingrequired for connecting man hole to Rising main shall be paidseparately on running meter basis. Cost of washers , nuts,bolts, etc. required for fixing manhole cover is included in therate. (No negative Tolerance in thickness is permissible).

kg 96.05 19.58

34


1 2 3 4 5


Rate in Rs.

94 Item No 94 :- Providing and Erecting M S bends made out ofMS plate conforming to IS 2062:1992 including procurement ofplates, gas cutting to required size and shape, rolling, tackwelding, full welding on either automatic welding machine ormanually and forming 'V' edge on both ends for welding it topipe, including fabrication & full welding of stiffeners as perdesign requirements, lowering & laying to correct position, thirdparty inspection charges etc, complete as per IS - 3589 andIS - 5504 as applicable as per detailed specifications. Cost oflongitudinal welding and " V " edging required forcircumferencial welding required to connect MS special toRising main /delivery pipes is inclusive in the rate howevercircumferencial welding required for connecting M.S. special toRising Main shall be paid separately on running meter basis. (No negative Tolerance in thickness is permissible).

kg 96.05 19.58

95 Item No 95 :- Providing and Erecting short pipes, cantsmade out of MS plate conforming to IS 2062:1992 includingprocurement of plates, gas cutting to required size and shape,rolling, tack welding, full welding on either automatic weldingmachine or manually and forming 'V' edge on both ends forwelding it to pipe, including fabrication and full welding ofstiffeners as per design requirements, lowering & laying tocorrect position third party inspection charges etc, complete asper IS - 3589 and IS - 5504 as applicable as per detailedspecifications. Cost of longitudinal welding and " V " edgingrequired for circumferencial welding required to connect MSspecial to Rising main /delivery pipes is inclusive in the ratehowever circumferencial welding required for connecting M.S.special to Rising Main shall be paid separately on running meterbasis. (No negative Tolerance in thickness is permissible).

kg 90.60 17.90

96 Item No.96 :- Radiographic testing of welded butt joints inRising main as per Procedure given in IS 4853:1982 includingcost of all materials, equipments & expert personnel required fortesting, developing, interpreting and submitting report along withdeveloped films, including all incidental charges, transportationto site and local transportation on site etc. complete.

Rmt 1581.40 957.00

97 Item No. 97 :- Ultrasonic testing of field welded joints as perProcedure laid down in IS 4260:1986 including actual testing,interpreting and submitting test report in detail including cost ofall materials, equipments & expert personnel required fortesting, developing, interpreting and submitting report, includingall incidental charges, transportation to site and localtransportation on site etc. complete.

Rmt 368.95 217.76

35


1 2 3 4 5


Rate in Rs.

98 Item No 98 :- Cleaning the surface of rising main pipe by SandBlasting to expose fresh metal surface ready for paintingincluding removal of all rust, oil, grease, etc. as perspecification including all material, labour and equipments etccomplete.(Qty. of sand 3cum/100sq.mtr.).

Sq. m. 79.85 22.45

99 Item No. 99 :- Providing & applying Liquid epoxy coating system to the external surface of Rising Main Pipes as perAnnex-B of IS 3589:2001, preferably by airless spray withone coat of Zinc rich epoxy primer (90 % zink (DFT 40micron , coverage 9 Sqm / lit) and two coats of coal tar epoxypaint (DFT 120 X 2 micron coverage 5 Sqm / Lit / coat)including cleaning the surface to the satisfaction of Engineer incharge by sand blasting / scraping removing oil, grease, otherforeign materials including all necessary material , labour withall leads and lifts etc. complete.

Sq. m. 567.35 354.90

100 Item No. 100 :- Providing & applying Liquid epoxy coatingsystem to the interior surface of Rising Main Pipes as perAnnex - B of IS 3589:2001, preferably by airless spray withone coat of Zinc rich epoxy primer (90% zink ,DFT 40 micron, coverage 9 Sqm / lit) and three coats of coal tar epoxy paint(DFT 120 X 3 micron coverage 5 Sqm/Lit/coat) includingcleaning the surface to the satisfaction of Engineer in charge by sand blasting /chemical cleaning / scraping removing oil,grease, other foreign materials including all necessary material,labour with all leads and lifts etc. complete. (Qty. of sand 3cum/100sq.mtr.)

Sq. m. 717.50 456.90

101 Item No. 101 :- Providing and applying external 25 mm thickcement mortar coating in CM 1 : 3 (cement consumption15.94 kg/sqm) pnumatically under pressure of 2.1 to 2.8 kg /Sqcm, with weld mesh 50 x 50 x 2.54 mm (13 gauge), after dulycleaning the surface by wire brushing, degreasing etc.,including necessary admixtures (200 ml / bag of cement),curing, rehandling the pipe from fabrication shop to gunitingplace and from guniting place to laying location etc. completewith all leads & lifts.

Sq. m. 529.80 117.71

102 Item No. 102 :- Providing inner cement mortar lining ofspecified thickness in proportion 1:1.5 using mechanicalspinning machine, including all necessary labour, material,plants and equipments, local handling etc. complete as perprocedure laid down in IS 3589:2001.

1) For 9 mm thick inner mortar lining Sq.m. 358.85 181.80

2) For 12 mm thick inner mortar lining Sq.m. 448.90 212.80

36


1 2 3 4 5


Rate in Rs.

103 Item No. 103 :- Providing 'X' Ray Quality M.S. Welding in allpositions with required number of runs, for M.S. pipes internallyand / or externally including gauging wherever necessary, fixingappurtenances and other accessories in connection with pipelaying work as per specification, using electrodes havingweldmark E7018 (Low hydrogen electrodes), including Surfacepreparation, (i.e. Removal of scale, cleaning, etc.) including allmaterials, labour, equipments, etc. complete.

A : Single 'V' Butt Joint Butt Joint : Plate thickness

6 mm Rmt 320.008 mm Rmt 453.0010 mm Rmt 638.0012 mm Rmt 747.0014 mm Rmt 934.0016 mm Rmt 1125.0018 mm Rmt 1348.0020 mm Rmt 1587.0022 mm Rmt 1795.0025 mm Rmt 2025.00

B : Fillet Type JointFillet Weld Size

4 mm Rmt 132.005 mm Rmt 198.006 mm Rmt 270.008 mm Rmt 373.0010 mm Rmt 569.0012 mm Rmt 794.0014 mm Rmt 1085.0016 mm Rmt 1515.00

37




SECTION-6

SURVEYING AND INVESTIGATION

ITEM NO. 104 TO 120


1 2 3 4 5104 Item No. 104 :

Double levelling using Auto level to connect GeodeticTrignometrical survey, bench mark and establishingpermanent bench mark at Dam site at place along thecanal alignment, submergence and in command areaetc complete, as directed. (Excluding cost of B.M.structure)

Km. 855.65 794.65

105 Item No. 105 :Block contour survey of 10m x 10m grid (Not less than121 raw data points distributed uniformly over aHector) for irrigation projects using digital state of artTotal Station / DGPS, including transfer of entire datato computer system in different georeferential layer /themes using features of standard plotting Softwares

COMMON SCHEDULE OR RATES FOR 2018-19

Rate for 2018-19 (Rate in Rs.)


SURVEYING AND INVESTIGATIONSr No. Item Unit

compatible with canal irrigation system designSoftware packages including contour plotting atspecified interval and scale. The test print of thedrawing shall be approved by Engineer-in-charge andthe same shall be delivered in a CD format as well ashard copy in six numbers including one print on tracingpaper, as directed.

(A) Total Station Ha. 642.05 465.57(B) DGPS Ha. 239.80 110.03

106 Item No. 106 :Block contour survey of 15 m x 15 m grid (Not lessthan 64 raw data points distributed uniformly over aHector) for irrigation projects using digital state of artTotal Station / DGPS, including transfer of entire datato computer system in different georeferential layer /themes using features of standard plotting Softwarescompatible with canal irrigation system designSoftware packages including contour plotting atspecified interval and scale.The test print of thedrawing shall be approved by Engineer-in-charge andthe same shall be delivered in a CD format as well ashard copy in six numbers including one print on tracingpaper, as directed.

(A) Total Station Ha. 432.20 313.40(A) Total Station Ha. 432.20 313.40

(B) DGPS Ha. 161.45 74.05

38


1 2 3 4 5


Sr No. Item Unit

107 Item No. 107 :Block contour survey of 20m x 20m grid (Not less than36 raw data points distributed uniformly over a Hector)for irrigation projects using digital state of art TotalStation / DGPS, including transfer of entire data tocomputer system in different georeferential layer /themes using features of standard plotting Softwarescompatible with canal irrigation system designSoftware packages including contour plotting atspecified interval and scale. The test print of thedrawing shall be approved by Engineer-in-charge andthe same shall be delivered in a CD format as well ashard copy in six numbers including one print on tracingpaper, as directed.

(A) Total Station Ha. 324.20 235.10

(B) DGPS Ha. 121.10 55.55108 Item No. 108 :

Block contour survey of 30m x 30m grid (Not less thanBlock contour survey of 30m x 30m grid (Not less than25 raw data points distributed uniformly over a Hactor)for irrigation projects using digital state of art TotalStation / DGPS, including transfer of entire data tocomputer system in different georeferential layer /themes using features of standard plotting Softwarescompatible with canal irrigation system designSoftware packages including contour plotting atspecified interval and scale.The test print of thedrawing shall be approved by Engineer-in-charge andthe same shall be delivered in a CD format as well ashard copy in six numbers including one print on tracingpaper, as directed.


(B) DGPS Ha. 83.10 38.10109 Item No. 109 :

Block contour survey of 60m x 30m grid (Not less than15 raw data points distributed uniformly over a Hector)for irrigation projects using digital state of art TotalStation / DGPS, including transfer of entire data tocomputer system in different georeferential layer /themes using features of standard plotting Softwarescompatible with canal irrigation system design Softwarepackages including contour plotting at specified intervaland scale. The test print of the drawing shall beand scale. The test print of the drawing shall beapproved by Engineer-in-charge and the same shall bedelivered in a CD format as well as hard copy in sixnumbers including one print on tracing paper, as directed.


(B) DGPS Ha. 42.75 19.60

39


1 2 3 4 5


Sr No. Item Unit

110 Item No. 110 :Block contour survey of 150m x 30m grid (Not lessthan 5 raw data points distributed uniformly over aHector) for irrigation projects using digital state of artTotal Station / DGPS, including transfer of entire datato computer system in different georeferential layer /themes using features of standard plotting Softwarescompatible with canal irrigation system designSoftware packages including contour plotting atspecified interval and scale. The test print of thedrawing shall be approved by Engineer-in-charge andthe same shall be delivered in a CD format as well ashard copy in six numbers including one print on tracingpaper, as directed.

(A) Total Station Ha. 50.85 36.90(B) DGPS Ha. 19.00 8.70

111 Item No. 111 :Carrying out line survey with digital state of art TotalCarrying out line survey with digital state of art TotalStation for fixing FRL / HFL including C/s survey withlevels at 20m interval/ survey for 'L' section ofalternative Dam site and 'L' section of river 1Km u/s1Km D/s of alternative Dam site etc completeincluding station, including transfer of entire data tocomputer system in different georeferential layer /themes using features of standard plotting Soft warescompatible with canal irrigation system design Softwares packages including contour plotting at specifiedinterval and scale. The test print of the drawing shallbe approved by Engineer-in-charge and the sameshall be delivered in a CD format as well as hard copyin six numbers including one print on tracing paper, asdirected.

Km. 635.70 460.95

112 Item No. 112 :Survey for main canal, branches, distributaries withdigital state of art Total Station on falling contourincluding investigation of alternative line, taking fallingcontour fixing canal line, taking 'L' section and crosssection on final line and distributaries survey includingtransfer of entire data to computer system in differentgeoreferential layer/ themes using features ofstandard plotting Softwares compatible with canalirrigation system design Softwares packages includingcontour plotting at specified interval and scale.

Km. 762.85 553.15

contour plotting at specified interval and scale.Absolutely linear survey for all types of canals (Lengthof survey for L-section and cross sections to bemeasured separately for payment) etc complete, asdirected. (Excluding fixing apex/ chainage stones)

40


1 2 3 4 5


Sr No. Item Unit

113 Item No. 113 :Preparation of detailed construction plan for pipedistribution network system including necessarycommand survey, linear survey for pipe laying, chakplanning, designing of pipe network, and preparationof estimates, as directed.

A) Total Station Ha. CCA 881.70 628.68

B) DGPS Ha. CCA 479.45 273.14

114 Item No. 114 :Providing permanent bench mark dressed stone ofbasalt, granite or gniess of size 30cm X 30cm X 45cmat least 15cm below the ground and embedding it to adepth of 30cm in grade M-15 insitu concrete of size90cm X 90cm X 60cm deep over 1M deep foundationconcrete of grade M-10 including excavation,concrete, providing and fixing dressed stone andbackfilling the pit up to ground level with sand etc

No. 4356.10 377.21

backfilling the pit up to ground level with sand etccomplete, as directed.

115 Item No. 115 :Fixing precast RCC alignment blocks (Pillar) onalternative dam site finally approved of size 900 x 175x 100 mm at 90 M interval including fixing in 1:3:6 (600x 450 x 450mm) cement concrete, excavation,backfilling and coloring etc, as directed. (0.75 kg steel)

No. 442.70 37.32

116 Item No. 116 :Supplying labour for Double levelling to connectGeodetic Trignometrical Survey Bench Mark andestablishing the Permanent Bench Mark at Dam siteat place along the canal alignment submergence andin command area etc, as directed. (Excluding cost ofP.B.M. structure)

Km. 947.35 947.35

41


1 2 3 4 5


Sr No. Item Unit

Item No.117 :Taking trial bore for detailed investigation with NXdiamond drill double tube in all sorts of soil like softmurum, hard murum and boulders including allmaterials such as casing pipes, accessories, grease,steel boolsam and other such materials and or asrequired including conveying such materials andmachinery to site of works, preserving the loosesamples in glass/plastic jar and core samples seriallynumbered at site of work and conveying the same tothe head quarter of concerned office as directed andsubmission of detailed bore log sheet complete.(Asdirected by the Engineer in charge)As per PWD DSR 2018-19

(A) Over Burdon (soil of all sorts, soft,murum,hard murum, boulders and soft rock) Rmt. 1659.00 280.00

(B) Hard Rock Rmt. 3237.00 323.00118 Item No.118 :

117

118 Item No.118 :Providing core box of M.S.of size 1.25m x 0.35m x0.15m for preserving core sample with all fixtures andfastening handles including locking arrangement etc.complete, as directed.

No. 3721.27 0.00

119 Item No.119 : Carrying out water intake test / permeability test at anystage or depth as may be directed by Engineer incharge by filling the bore hole with water or air atspecific pressure of specified limit as and wheredirected. (Reference : P.W.D. Chapter-6, Page 71,B-Foundation Exploration)

Test 605.35 315.79

120 Item No. 120 :Excavation for taking trial pits on final alignment ofdam and canal at specified interval and in Nalla-bed ofsize 2.00 x 2.00 x 2.50mtr. in length, breadth anddepth respectively or size as may be directed byEngineer Incharge including backfilling trial pits etccomplete, as directed.

Cum. 102.15 15.02

42




SECTION-7

HYDROLOGY

ITEM NO. 121 TO 158

Completed

ItemLabour

1 3 4 5

29232923

Providing person to take measurement at every morning 8:30

am of autographic rain gauge station including changing

graph at 8:30 am, taking reading in the register, also sending

reading to Sub-Dn by SMS & monthly progress (reading)

sending to Sub-Dn, with taking care of instruments

established on the station.

(Required Proforma / Register etc. will be supplied by

concern Sub-Dn.)



HYDROLOGY

13571357

Providing person to take measurement at every morning 8:30

am to SRG station, taking the entry in the register. Sending

the reading daily to Sub-Dn by SMS & monthly progress

(reading) to Sub-Dn, including taking care of instruments

established on the station.

(Required Proforma / Register etc. will be supplied by concern

Sub-Dn.)

The rate of item is for 35 minutes per day working.

122 Item No. 122 : Autographic Rain Gauge (Measurement

Clerk)

Per Month

Sr.

No.

121

2

Rate for 2018-19

(Rate in Rs.)Discription of item unit

Item No. 121 : Standard Rain Gauge Station

(Measurement Clerk)

Per Month

18725

The rate of item is for 75 minutes per day working.

123 Item No. 123 : Full climatic station [Measurement Clerk]

Per Month 18725

18276

1) ARG 2) SRG 3) Pan Evaporimeter, 4) Pan Water

Temperature, 5) Thermometer [i. Dry, ii. Wet, iii. Minimum, iv.

Maximum] 6) Thermo hygrograph. 7) Anemometer, 8) Wind

Vane, 9) Sunshine Recorder.

124 Item No. 124 : Gauge Discharge (Gauge Inspector)

Per Month 18276

Providing Gauge Inspector (He must be a Good Swimmer)

to take hourly gauge measurements in the river in rainy &

other season taking all reading in the register & sending to

concern Sub-Division as per instructionin the precribed

proforma including [workmen compensation policy] accidental

insurance .The rate of item is for daily working.

Providing person to take reading from the below mentioned

scientific instruments established in the F.C.S Station

including taking reading in the register as per prescribed

Proforma given by the Sub-Dn, also sending to concern Sub-

Division in the precribed Proforma time to time. The rate of

working is for per day working.

43

Completed

ItemLabour

1 3 4 52

Rate for 2018-19


Sr.

No.

Item No. 127 : Gauge Discharge (Boat Chowkider)

Providing Boat Chowkider (He must be good swimmer) to

Item No. 125: Gauge Discharge ( Measurement Clerk)

Per

Month19287

Providing measurement Clerk to take measurement by winch

& Cradle with current meter or by float method from required

compartment in the flood season, taking measurements at

every hour or as per instruction given by concern Engineer,

taking Water levels in four times daily, changing paper of

AWLR and Calculating Velocity as per given area. Taking all

readings in the register, sending to Concern Sub-Division as

per instructions in the prescribed proforma, including

[workmen compensation policy] accidiental insurance .The

rate of item is for daily working.

Item No. 126 : Gauge Discharge (Boat Driver)

Per

Month

19287

127

125

126

18276

Providing boat driver (He must be Good Swimmer) to drive

the boat for taking measurements at G.D. Stations near

compartment in the Steady position. After taking the

measurement bringing back the boat & concern persons in

the boat safely, Installing the boat in out of danger area etc.

complete, including [Workmen compensation policy]

accidiental insurance , (Boat Driving Licence given by Govt.

Authority or authorised organisation must be mandatory to

boat driver) The rate of item is for daily working.

18276

Per

Month17564

Providing Boat Chowkider (He must be good swimmer) to

take care & Security of boat. When the Water Level of river

increase or decrease, he must tighten the boat at safe place

& taking care of boat in the night. including (Workmen

compensation policy) accidiental insurance .The rate of item

is for daily working.

17564

44

Completed

ItemLabour

1 3 4 52

Rate for 2018-19


Sr.

No.

128

No 18877 11514

129

No 47261 8605

130

No 19229 3031

131

No 30928 3030

132

No 111692 18180

133

No 4970 0

Item No.128: Supplying, Installing and Commissioning of

Standard Rain Gauge Stations on site as per specifications

excluding all taxes etc and complete as directed by Engineer

incharge.

Item No. 129: Supplying, Installing and Commissioning of

Autographic Rain gauge Stations on site as per

specifications excluding all taxes etc and complete as

directed by Engineer incharge.Item No.130: Supplying, Installing and Commissioning of

Wind Vane on site as per specifications excluding all taxes

etc and complete as directed by Engineer incharge.


Anemometer Cup Counter on site as per specifications


incharge.


Pan Evaporimeter on site as per specifications excluding all

taxes etc and complete as directed by Engineer incharge.

Part - A :- Completed Items


Minimum Thermometer on site as per specifications


incharge.

134

No 4694 -

135

No 4602 -

136

No 4602 -

137

No 38784 -

138

No 39842 -


Thermograph on site as per specifications excluding all


incharge.


Maximum Thermometer on site as per specifications


incharge.


Dry Bulb Thermometer on site as per specifications


incharge.


Wet Bulb Thermometer on siteas per specifications


incharge.


Thermo-hygrograph on site as per specifications excluding

all taxes etc and complete as directed by Engineer incharge.

45

Completed

ItemLabour

1 3 4 52

Rate for 2018-19


Sr.

No.

139

No 34360 -

140

No 39881 -

141

No 62212 -

142

No 42420 -

143

No 57570 -

144


Autographic Water Level Recorder (AWLR) with complete

as directed by Engineer incharge. Assembly on site as per


directed by Engineer incharge.

Item No.144: Supplying ARG graphs of size as below on

site as per specifications excluding all taxes etc and complete


Hygrograph on site as per specifications excluding all taxes



Sunshine Recorder on site as per specifications excluding

all taxes etc and complete as directed by Engineer incharge.


Double Stevenson’s Screen Box with complete as directed

by Engineer incharge. Assembly (Metal Stand) on site as per




Single Stevenson’s Screen Box with complete as directed

by Engineer incharge. Assembly (Metal Stand) on siteas per



Set 388 -


as directed by Engineer incharge.

( A ) 10 mm

46

Completed

ItemLabour

1 3 4 52

Rate for 2018-19


Sr.

No.

145

No 3636 ---

146

424 ---

400 ---

376 ---

Set

(comprises

of 100

numbers)

321

---

147

No

103

---

148 1212

PART - B :- Material ( Spare Parts & Stationary)

(C)Hygrograph

(D)Sunshine Recorder Graph – Long Curved

1788 ---


Beaded Wire on site as per specifications excluding all taxes


Item No.146: Supplying Graphs as below on site as per



(A)Thermo-hygrograph

(B)Thermograph

Item No.147: Supplying red ink bottles for ARG, Thermo-

hygrograph, thermograph, hygrograph on site as per



Item No.148: Supplying thermometer with its iron stand

for measuring pan water temperature on site as per

(E)Sunshine Recorder Graph – Medium Curved

(F)Sunshine Recorder Graph – Short Curved

(G) ARG Graphs

Set

(comprises

of 100

numbers)

One Set

for Year

No ---

149

No

242

---

150

No

9696

---

151

No

303

---

152

No 12241 ---

No 1939 ---

for measuring pan water temperature on site as per



Item No.149: Supplying glycerine bottles 100ml to check

evaporation of red ink for ARG, Thermo- hygrograph,

thermograph, hygrograph on site as per specifications


incharge.

Item No.150: Supplying wooden platforms painted with 2

coats of white paint over primer for Pan Evaporimeter on



Item No.151: Supplying algaecide solution bottles 100 ml

for cleaning Pan Evaporimeter to remove algae on site as

per specifications excluding all taxes etc and complete as


Item No.152: Supplying followings for AWRL parts on site

as per specifications excluding all taxes etc and complete as


(A) Clocks

(B) Floats and counterweights

47

Completed

ItemLabour

1 3 4 52

Rate for 2018-19


Sr.

No.

153

No

No 4970 ---

No 4694 ---

No 4602 ---

No 4602 ---

154

No

545

---

155

No

5484

---

156

No

823

---

157

No

2788

---

158 Set

(comprises

of 100

numbers)

751

---

Item No.156: Supplying Measuring Cylinder ( Glass) for

SRG on site as per specifications excluding all taxes etc And

complete as directed by Engineer incharge.

Item No.157: Supplying Measuring Cylinder for Pan

Evaporimeter on site as per specifications excluding all

taxes etc And complete as directed by Engineer incharge.

Item No.158: Supplying AWLR Graph (Daily) on site as per

specifications excluding all taxes etc And complete as


(B) Max. Temperature Thermometer

(C) Dry bulb Thermometer

(D) Wet bulb Thermometer

Item No.154: Supplying wiremesh cover for Pan

Evaporimeter on site as per specifications excluding all


Item No.155: Supplying mechanical clocks for ARG on



Item No.153: Supplying followings types of thermometers

on site as per specifications excluding all taxes etc and

complete as directed by Engineer incharge.

(A) Min. Temperature Thermometer

48




SECTION-8

VALUATION OF REHABILITATION WORKS

ITEM NO. 159 TO 189


1 3

(A) Up to Plinth Cum. 1126.25 449.07

(B) Super structure Cum. 1269.95 592.77

GOVERNMENT OF MAHARASHTRACOMMON SCHEDULE OF RATES FOR 2018-19

VALUATION OF REHABILITATION WOKS

Sr. No Item Unit

Rate

2 5159 Item No.159 :

Providing and constructing stone masonry in mud mortar infoundation and plinth including scaffolding, finishing etc.complete as directed.

160 Item No.160 :

Cum. 1993.80 449.08Providing and constructing U.C.R.masonry in lime 1:6 mortar infoundation and plinth including scaffolding, finishing etc.complete as directed.

(A) For Super structure Cum. 4904.85 891.05

(B) For foundation and Plinth Cum. 4726.65 712.85

891.05

complete as directed.161 Item No.161 :

Providing and constructing arch like B.B.Masonry slab roofing in lime mortor including 'I' Section as a bottom support and tie rodswith shuttering and scaffolding etc. complete as directed.

Providing second class B.B.masonry with conventional/ I.S. typebricks in mud mortar in super structures, including racking outjoints when plastering is to be done including scaffolding andwatering etc. complete as directed.

162 Item No.162 :

Sq.m 2362.45

151.70 113.14Providing 50 mm. mud plaster including racking out joints,scaffolding all finishing etc. complete as directed.

164 Item No.164 :

Sq.m

163 Item No.163 :

Sq.m

274.40 97.84Providing & Constructing Kud Walls with vertical posts,bamboos and tur/cotton/Paddy bushes Excluding mud plateretc.complete as directed.

165 Item No.165 :

Sq.m 120.30 100.99Providing 25 mm thick mud plaster to kud walls including cowdung wash etc.complete as directed.

49


1 3

Sr. No Item Unit

Rate

2 5166 Item No.166 :

Sq.m 130.55 19.86Providing & constructing Kud walls with clothing of grass / othervegetation with vertical posts and bamboos excluding mud plateretc. complete as directed..

167 Item No.167 :

Sq.m 510.25 299.82Providing & constructing Kud walls including mud plaster 25 mmthick on both sides with cow dung wash etc. complete asdirected..

168 Item No.168 :

Sq.m 392.35 177.93Providing & constructing Kud walls, split Bamboo knittedtogether and covered with 12 mm. thick mud plaster on both sidesetc. complete as directed..

169 Item No.169 :

Sq.m 503.90 195.67Providing & constructing Kud roofing with bamboos and ballirafter alongwith tur/cotton bushes excluding mud plasterrafter alongwith tur/cotton bushes excluding mud plasteretc.complete as directed..

170 Item No.170 :

Sq.m 4747.80 159.02Providing & Fixing non teak wood Dhaba including mud flooringand mud plaster on non teak planks, rested on non teak rafter at 1.5 x2.5 m. intervals, including mud flooring over the planks etc.complete as directed. (Jungle wood Dhaba)

171 Item No.171 :

Sq.m 10186.45 159.02Providing & Fixing teak wood Dhaba including mud flooring andmud plaster on non teak planks, rested on non teak wood rafter 1.5 x2.5 m. intervals, including mud flooring over the planks etc.complete (Vertical posts and beams are considered in teak wood)

172 Item No.172 :

Sq.m 319.55 53.26Providing & constructing split bamboo mesh knitted togetherincluding all labour material leads and all lift etc.complete asdirected..

173 Item No.173 :No 1164.60 504.79Providing & constructing mud boulder otta with earthen Ranjan

etc.complete as directed..

174 Item No.174 :

Cum 1614.55 1061.66Providing & constructing mud Wall including preparation of mudmortar including placing scaffolding, finishing etc.complete as Cum 1614.55 1061.66mortar including placing scaffolding, finishing etc.complete asdirected..

50


1 3

Sr. No Item Unit

Rate

2 5175 Item No.175 :

Sq.m 4536.10 1483.19

Providing & fixing non teak doors/windows 40 mm. Thick ledgedwith 25 mm. Thick plain planked shutters without ventilators/fanlight/iron bars including the frames of the sizes as per standardspecification, iron fixtures and fastenings and finishing the woodwork with oiling etc.copmplete as directed..

176 Item No.176 :

Sq.m 6851.00 3312.82

Providing & fixing non teak doors/windows II class fullypannelled without ventilators/fan light/ iron bars including theframes of the sizes as per standard specification, iron fixtures andfastenings and finishing the wood work with oiling etc.copmpleteas directed..

177 Item No.177 :

Sq.m 6671.75 3312.81Providing & fixing non teak doors ledged and braced with 20 mmthick, planked shutters including the frame without sill with allfixture and fastenings oil painting etc. complete as directed..

178 Item No.178 :

Sq.m 2804.55 368.09

Providing & fixing Jungle wood door of frame 60 mm x 100 mmfor second class door's and window with/without ventilators fanlight and clear storey windows including chamfering/ roundingrebating and hold fast finishing with one coat of primer etc.complete as directed..

179 Item No.179 :Sq.m 2306.60 736.16Providing and fixing Country Teak wood frame of size 60 mm x

100 mm with G.I. Sheet Shutter etc.complete as directed..180 Item No.180 :

Sq.m 1859.45 447.29Providing & fixing Country Teak Wood plank ceiling 12 mm.Thick with planked on underside, longuled and grooved includingscaffolding, fixtures with oiling and two coats of vernishing etc.complete as directed.. (Excluding battens and joists)

181 Item No.181 :

Sq.m 1095.10 447.26Providing & fixing non teak wood plank ceiling 12 mm. Thickwith planked on underside, longuled and grooved includingscaffolding, fixtures with oiling and two coats of varnishing etc.complete as directed. (Excluding battens and joists)

182 Item No.182 :

847.65 178.91Providing & fixing wooden shelf of country teak wood plank 30cm wide and 20 mm thick with wooden brackets of 50 mm x 50mm without fillets including all fixtures with oil painting etc.complete as directed..

182 Item No.182 :

Sq.m

51


1 3

Sr. No Item Unit

Rate

2 5

i) Non teak wooden frame into wooden bar Jalli. Sq.m 1769.95 624.17

ii) N.T.Wooden frame & M.S.Bar Sq.m 1043.30 357.80

185 Item No.185 :

184 Item No.184 :

Sq.m

183 Item No.183 :

Sq.m

Providing & fixing xpm Jalli with teak wood / non teak woodframe including fixing painting etc. complete.

2901.65 1104.28

Providing & fixing T.W. frame and shutter to wall cupboard madeof 25 mm. thick particle board one face with approved colourlaminated face borided with phenol formal desynthetic lipping,beading oxidised iron fixtures & oill primer coat etc. complete asdirected.

455.70 39.75Providing & fixing eaves board (Projection) of country teak woodplank 20 cm. x 20 mm thick plan decorative type includingscaffolding & painting with 2 coats etc. complete as directed..

ii) N.T.Wooden frame & M.S.Bar Sq.m 1043.30 357.80iii) Country teak wooden frame with M.S.bar Sq.m 1575.60 357.79

iv) xpm Jalli with T.W.wooden frame Sq.m 1509.65 357.80

v) Providing and fixing xpm jalli with non teak wood frameincluding fixing oiling etc. complete Sq.m 977.30 357.76

187 Item No.187 :

Rmt. 515.95

186 Item No.186 :

Sq.m 712.05

189 Item No.189 :

Sq.m 782.95

46.91Providing & fixing medium grade G.I. pipe below C.G.I sheetroofing etc. complete as directed..

188 Item No.188 :

295.38Providing & fixing half round single country tiled roofing overbamboo mats laid on half split bamboo battens including allfastenings etc.complete as directed..

36.52Providing & fixing M.S.angle of size 35 x 35 x 6 mm.

316.14Providing & fixing half round single country tiled roofing overbamboo battens including nails, battens etc. complete as directed.

Rmt. 219.00

52




SECTION-9

FLOW MEASURING DEVICES

ITEM NO. 190 TO 193

Sr.No. Description UnitCompleted Rate

in Rs.2018-19

Labour Rate

Sq .Mtr. 26812.25 1782.05

191 Item No 191 :Providing, installing & erecting in correct line and level, fiber glass reinforced plastics (FRP) "V notch" of following sizes and discharge capacities, for accurate measurment of water flowing through open channel with prefabricated fiber glass lining moulded engraved gauge marking ( in lit/sec and in cms) including discharge table, capacity marking, flow direction, sand treatment on the back side of " V" notch, testing, etc complete, as directed. (Excluding base preparation ie CBL, canal section other concrete etc.)

a FRP V notch having discharge capacity 15 lit/sec of section 20 x 40 cms with upstream and downstream channel.

No 12790.35 594.00

b FRP V notch having discharge capacity 30 lit/sec of section 25 x 50 cms with upstream and downstream channel.

No 19881.20 742.50

c FRP V notch having discharge capacity 45 lit/sec of section 28 x 56 cms with upstream and downstream channel.

No 22454.95 891.05

d FRP V notch having discharge capacity 60 lit/sec of section 30 x 60 cms with upstream and downstream channel.

No 26912.10 1039.55

e FRP V notch having discharge capacity 90 lit/sec of section 35 x 70 cms with upstream and downstream channel.

No 34057.45 1188.00

f FRP V notch having discharge capacity 120 lit/sec of section 42 x 84 cms with upstream and downstream channel.

No 43000.25 1336.55

Flow Measuring Devices

190 Item No 190 :Providing and fixing gauge plate of Aluminium composite panel sheet with exterior panel coated with kynar 500 (min 70%) PVDF coating with computerised gauge marking with reflective radium pasting, spray lamination with polyurethane chemical for surface protection including material required for fixing, nut bolts, washers, Nylon rope, hanger, drilling machine etc complete, as directed.

ABSTRACTSECTION - 9

53


in Rs.2018-19

Labour Rate

192 Item No 192 : Providing, installing & erecting in correct line andlevel, fiber glass reinforced plastics (FRP) Cut ThroatFlume (CTF) measuring devices on calculated humplevel for accurate measurment of water flowingthrough open channel, with prefabricated fiberglass lining moulded engraved gauge marking (inlit/sec and in cms) including discharge table,capacity marking, flow direction, sand treatment onthe back side of flume, testing etc complete, asdirected.(Excluding CBL and hump preparation, canalsection and other concrete required for hump, U/Sand D/S slopes of hump etc.)

a Cut Throat Flume 10 x 90 cms - 0.33 cusecs No 4762.15 891.00b Cut Throat Flume 10 x 90 cms - 0.50 cusecs No 5310.00 891.05c Cut Throat Flume 20 x 90 cms - 1 cusecs No 10311.95 1188.00d Cut Throat Flume 20 x 90 cms - 2 cusecs No 11208.85 1188.05e Cut Throat Flume 20 x 90 cms - 3 cusecs No 12567.50 1188.05f Cut Throat Flume 20 x 90 cms - 4 cusecs No 13019.55 1188.00g Cut Throat Flume 40 x 180 cms - 5 cusecs No 31473.60 1782.00h Cut Throat Flume 40 x 180 cms - 6 cusecs No 33277.05 1782.00i Cut Throat Flume 40 x 180 cms - 8 cusecs No 35076.90 1782.05j Cut Throat Flume 40 x 180 cms - 10 cusecs No 36885.20 1782.05k Cut Throat Flume 40 x 180 cms - 12 cusecs No 38691.05 1782.00l Cut Throat Flume 40 x 180 cms - 15 cusecs No 42299.20 1782.05

m Cut Throat Flume 40 x 180 cms - 18 cusecs No 44109.90 1782.00n Cut Throat Flume 40 x 180 cms - 20 cusecs No 45913.40 1782.05o Cut Throat Flume 100 x 270 cms - 25 cusecs No 75325.10 2376.05p Cut Throat Flume 100 x 270 cms - 30 cusecs No 77980.60 2376.05q Cut Throat Flume 100 x 270 cms - 35 cusecs No 83290.40 2376.05r Cut Throat Flume 100 x 270 cms - 40 cusecs No 88595.30 2376.05s Cut Throat Flume 100 x 270 cms -50 cusecs No 93911.15 2376.05t Cut Throat Flume 100 x 270 cms - 60 cusecs No 101876.40 2376.05u Cut Throat Flume 100 x 270 cms - 70 cusecs No 107186.15 2376.05v Cut Throat Flume 100 x 270 cms - 80 cusecs No 115139.30 2376.05

54


in Rs.2018-19

Labour Rate

193 Item No 193 :Providing, installing & erecting in correct line and level, fiber glass reinforced plastics (FRP) Parshall Flume on calculated hump level of following sizes and discharge capacities, for accurate measurment of water flowing through open channel with prefabricated fiber glass lining moulded engraved gauge marking (in lit/sec and in cms) including discharge table, capacity marking, flow direction,sand treatment on the back side of flume,testing etc complete, as directed. (Excluding CBL and hump preparation, canal section and other concrete required for hump , U/S and D/S slopes of hump etc.)

a Parshall Flume -243.80 x 437 cms - 100 cusecs No 271529.75 2376.05

b Parshall Flume -243.80 x 437 cms - 150 cusecs No 289227.35 2376.05

c Parshall Flume -304.80 x 701 cms - 200 cusecs No 518894.35 3564.05

d Parshall Flume -304.80 x 701 cms - 250 cusecs No 531874.90 3564.10

e Parshall Flume -365.80 x 823 cms - 300 cusecs No 544511.20 3564.10

f Parshall Flume -365.80 x 823 cms - 400 cusecs No 576091.05 3564.05

g Parshall Flume -365.80 x 823 cms - 500 cusecs No 949933.70 3564.10

h Parshall Flume -452.70 x 1189 cms - 750 cusecs No 1012872.85 3564.10

i Parshall Flume -610.00 x 1311 cms - 1000 cusecs No 1361165.55 4752.10

j Parshall Flume -610.00 x 1311 cms - 1250 cusecs No 1444757.20 4752.10

k Parshall Flume 762.00 x 1341 cms - 1500 cusecs No 1501892.10 4752.15

55




SECTION-10

MARKING BLUE LINE AND RED LINE

ITEM NO. 194 TO 201

CompletedItem

Labour

1 2 3 4 5194 Item No.194 :

Fixing control points by Differential Global Position System (DGPS) instrument atevery One Km. along the both side of river including collection of necessary flooddata etc. complete including labour welfare cess, service tax, labour insurance andall applicable taxes etc. complete as directed vide Technical circular of MERI NashikNo.DSO/PB-4/1582 dated 16/11/2015.

Km. 1414.55 1067.13

195 Item No.195 :Traverse Survey along river with cross section at 100 m .c/c along river .The levelson cross section shall be at every 30 m c/c beyond past locally observed flood line,

GOVERNMENT OF MAHARASHTRACOMMON SCHEDULE OR RATES FOR 2018-19

MARKING BLUE LINE AND RED LINE

Sr.No. Item Unit


ABSTRACT

using Differential Global Position System (DGPS) instrument including labor,transportation, using sounding by boat in river water in wet condition and transfer ofentire data to computer system in different geo referential layers/ themes usingfeatures of standard plotting software computable with design software packageincluding contour plotting at required interval and at a scale and followingdeliverables etc. all complete as directed vide Technical circular of MERI NashikNo.DSO/PB-4/1582 dated 16/11/2015.

A) For Rivers/Nalas in Dry condition Ha. 558.35 460.70B) For River and Nalas with deep water and flowing condition Ha. 620.80 202.20

196 Item No.196 :Delivering Contour map of 0.50 m. contour interval by using standard software &superimposing it on village map with scale 1:5000 showing Prohibited line( Blue line)& Restricted line (Red line) along with mapping of structures & other details etc allcomplete as directed vide Technical circular of MERI Nashik No.DSO/PB-4/1582dated 16/11/2015.

Ha. 45.85 31.82

197 Item No.197 :Providing computerised detailed cross section drawings in two copies at 100 minterval with actual profile of river (levels at every 30 m. distance along cross section)on A-3 size paper with scale 1cm = 15m or 1cm = 30m which is suitable as per sitecondition showing 25 year return flood line (Blue line) and 100 years return flood line(Red line) computed by software analysis and submission in the form of soft andhard copy as directed by Engineer in charge. So as to use the data of above Item

Cross- section

388.75 0.00

hard copy as directed by Engineer in charge. So as to use the data of above ItemNo.215 to 217 by HEC-RAS Software. including submission of check print andgetting approval of Engineer in charge etc all complete as directed vide Technicalcircular of MERI Nashik No.DSO/PB-4/1582 dated 16/11/2015.

198 Item No.198 :Computation of Blue line ( 25 Year return flood line ) and red line ( 100 year returnflood line ) by using HEC-RAS software including estimation of flood getting approvalof competent authority for the same giving all the precise necessary input details intothe software, viz. cross sectional and longitudinal features of the stream, flowobstructions etc. including site validation & recalculation to the satisfaction ofEngineer In charge etc all complete as directed vide Technical circular of MERINashik No.DSO/PB-4/1582 dated 16/11/2015.

Km. 2914.40 0.00

199 Item No.199 :Providing computerised detailed river alignment with contours on A-1 size paper withscale 1 cm equal to 15 m or 30m whichever is suitable as per site condition. (onesheet for one Km. length of river) with contour at 0.50 m. interval including marking25 years return flood level (Blue line) & 100 years return flood level (Red line) line &showing locations of bridges, KT Weirs & other permanent structures on eachdrawing along and across the river as directed by Engineer in Charge, includingproviding one color check print & six hard copies(color print) with one soft copy etc.all complete as directed vide Technical circular of MERI Nashik No.DSO/PB-4/1582

Sheet 1174.05 0.00

all complete as directed vide Technical circular of MERI Nashik No.DSO/PB-4/1582dated 16/11/2015.

56

CompletedItem

Labour

1 2 3 4 5

Sr.No. Item Unit


200 Item No.200 :Marking of 25 years flood level ( blue line) & 100 years flood level ( Red line) onpermanent structures like Bridges, Temples & other permanent structures along &across river including painting, lettering at every not less than 100 m. interval & notmore than 500 m. on both the banks of river, after the final approval of flood level. asdirected by Engineer in charge etc. all complete as directed vide Technical circular ofMERI Nashik No.DSO/PB-4/1582 dated 16/11/2015.

No. 574.20 64.92

Item No.201 :Carry out Arial Survey for purpose of crop area measurement and assessment.i. Carry out Arial Survey of irrigation project as direted by Engineer in-charge usingDrone or any appropriate device taking all necessary permissions from appropriateAuthorities.ii. Capturing images of entire area with resolution of atleast 2 cm. with all necessaryactivities, generation of orthomosaic image using appropriate softwares and tools,

Ha. 295.00 ---201

activities, generation of orthomosaic image using appropriate softwares and tools,georeferencing etc.iii. Collection of data regarding land records such as village / tahsil / districtsboundaries, survey number / gut numbers of land under each village and itsownership, and preparation of layers of this data using appropriate software andtools, as directed by Engineer-in charge.iv. Collection of data regarding irrigation project and canal network along withimportant structures and creation of layer using appropriate software and tools, asdirected by Engineer-in charge.v. Superimposing the data about land record and irrigation project and canal networkon orthomosaic image, identification of crop within each field, along with area underthat crop, and filling the details in Form No. 12 (PWD 166), in Marathi language, asdirected by Engineer-in charge. The said form is attached in PDF format. This datashall be submitted in hard copy (3 sets).

vi. Submission of drawing on C0 size paper in hard copy (3 copies) covering entiresurvey area (i.e. 1 lakh ha) showing details of canal, structures, villages, surveynumber, crop details etc. in different colour coding, as directed by Engineer-incharge.vii. Submission of approx. 100 drawings on A0 size paper in hard copy covering areaof 1000 ha approximately on each drawing, showing details of irrigation project, canalnetwork, important structures, village details, crop details, survey number of eachland, farmers details etc, , as directed by Engineer-in charge. viii. Submission of all above details (i.e. orthomosaic image, layer of village/landviii. Submission of all above details (i.e. orthomosaic image, layer of village/landdetails, layer of canal/structure details, layer of crop details etc.) in digital format, allimportant layers as directed by Engineer-in-charge in kmz/kml/shp format, Form No.12 in spreadsheet format (e.g. excel) in hard disk of 10 TB capacity.

57




SECTION-11

LAND RECLAIMATION WORK AND SOIL SURVEY

ITEM NO. 202 TO 213

Completed Item Labour 1 2 3 4 5

202 Item No.202 :- Collecting and filling soil samples in plastic bag ofsize (15 X 23 cm) 200 gauge and cloth bag of size(18 X 25 cm) with inside flap of 4 X 5 cm for addresstag and packing properly including cost of bags etccomplete, as directed.

Per augur hole

78.35 53.75

203 Item No.203 :- Taking well observations in the command areaincluding collecting data of well water level, takingphotos of wells for GPS Based Monitoring, withSoftware developing, Maintainance of Web &Producing reports,Syncronisation of reloads throughInternet & Cloud storage, Water samples, visualobservation of crops and preparing data baserecording in well observation book collecting watersamples, as directed.

No. 79.45 79.45

204 Item No.204 :-Taking augur bores of 10 cm.dia.with augur forclassifying strata including putting the excavatedstuff in cyclic order, dewatering for recuperatingresults etc complete, as directed.(Augur Karkoon Not engaged departmentally)

Rmt. 486.80 486.80

205 Item No.205 :-Taking augur bores of 10 cm.dia.with augur forclassifying strata including putting the excavatedstuff in cyclic order, dewatering for recuperatingresults etc complete, as directed. (Augur Karkoon engaged departmentally)

Rmt. 382.80 382.80

206 Item No.206 :- Measuring drain discharge in every season including transporting and installing temporarily the measuring device such as “V“ notch on site with all labour & material etc complete, recording in well observation book etc complete, as directed.

No. 295.75 295.75

207 Item No.207 :- Collecting & filling water samples in plastic bottles including cost of plastic bottles etc complete, as directed.

No. 3.10 ---



LAND RECLAMATION WORK & SOIL SURVEY COMMON SCHEDULE OF RATES FOR 2018-19

Sr.No. Item Unit

58

Completed Item Labour 1 2 3 4 5

Rate for 2018-19(Rate in Rs.) Sr.

No. Item Unit

208 Item No.208 :- Testing of soil sample obtained from auger as perdepth, doing weight of 100 gm of soil sample mixwith distilled water in 1:2 proportion using 20 lit.for100 samples, Testing Ec & pH of each sample fillingresult in prescribe forms cleaning of equipments,measuring cylinder etc complete, as directed.

No. 33.30 29.55

209 Item No.209 :-Labour charges for removing grass, thorny shurbs,Jungli shurb, Kubabul and alike grass along and inthe drain/canal making the ground clean by showeland phavaras etc complete, as directed.

Sqmt. 11.85 11.85

210 Item No.210 :- Taking open pits, one open pit per sq.km., includingrefilling of open pit after taking down all necessarymorphological observation. Size of pit - Length 2.5m. x Width 1.20 m and Depth of open pit up to 2.50m. or up to hard strata if met first etc complete, asdirected.

No. 555.75 555.75

211 Item No.211 :- Carrying out Infiltration Tests at the location of openpits in the command area etc complete, as directed. No. 295.75 295.75

212 Item No.212 :-Carrying out phase level mapping for confirmation ofmorphological properties of soil and theirinterconnection in field for various phases such astexture, erosion, slope, salinity, rockiness, stoninessetc complete, as directed.

Sq Km. 780.25 780.25

213 Item No.213 :-Carrying out drying, pounding, sieving of soilsamples in laboratory including washing the sets ofsoil samples after every test and discarding of testedsoil samples at laboratory etc complete, as directed.

Sample 14.20 14.20

59




SECTION-12

MAINTANANCE & REPAIRS

ITEM NO. 214 TO 248

Completed Rate Labour

1 2 3 4 5214 Item No.214 :-

Drilling 52-57 mm dia grout holes by percusson drilling equipmentthrough masonry / rock in stages including cleaning and flushing thedrilled holes, conveyance of all materials and equipments for all otherancillary etc complete as directed.

Rmt. 1419.00 228.50

215 Item No.215 :- Drilling 75 mm dia hole in masonry / rock by core drilling fromfoundation gallery floor at required depth including flushing the holeincluding conveying all machinery equipment & necessary dewateringetc complete.

Rmt. 3738.45 821.30

Rates CSR 2018-19 Item. No. Description of item Unit


MAINTAINANCE & REPAIRS

etc complete.216 Item No.216 :-

Providing & injecting cement grout / curtain grout for requiredproportion in the drilled holes at required pressure including supplyingconveying cement, silica,fly ash,admixtures ,water proofing compoundplasticizers etc with packer system etc complete.

M.T. 18109.30 2712.95

217 Item No.217:- Dismantling the Stone Massonary in cement morterincluding stacking the material with 15 m. lead and all lifts etc.completeas directed.

Cum 188.70 188.70

218 Item No.218:- Dismantling the old lime concrete or cement concreteincluding stacking the material with 15 m. lead and all lifts etc.completeas directed.

Cum 227.40 227.40

219 Item No.219:- Dismantling R.C.C. works and removing the stuff to adistance of 15 m and all lifts including stacking etc. complete asdirected.

Cum 341.05 341.05

220 Item No.220:- Cleaning cutting thorny shrubs bushes, grass with 15m.lead and all lifts etc. complete as directed. Sqm 2.30 2.30

221 Item No.221:- Cutting down trees including cutting trunks & branchesand stacking the material with 15 m. lead and all lifts includinguprooting and refilling the pit with material etc.complete as directed. (excluding extra material required for refilling)

a above 30 cm to 60 cm girtha above 30 cm to 60 cm girth No 220.40 172.85b above 60 cm to 90 cm girth No 272.25 224.70c above 90 cm to 1.5 m. girth No 479.65 432.10d above 1.5 m. to 3.0 m. girth No 704.30 656.75e above 3.0 m. to 4.5 m. girth No 1136.40 1088.85

222 Item No.222 :- Numbering road and canal sides trees includingpainting etc. Complete No 13.15 5.96

223 Item No.223 :- Removing dry silt from the canal bed and stacking with15 m. lead and all lifts etc. complete as directed. Cum 51.15 51.15

60


1 2 3 4 5


224 Item No.224:- Removing wet silt from canal bed with 15 m. lead and alllifts including depositing the excavated stuff etc.complete as directed. Cum 75.60 75.60

225 Item No.225:- Removing old paint from steel and other surface with flame, cleaning and making the surface even including scaffolding etc. complete.

Sqm 38.15 34.10

226 Item No.226:- Providing and applying Primer Red Oxide Paint in twocoats including surface preparation, chipping the welding, cleaningspatters, dust etc. complete.

Sqm 222.35 110.91

227 Item No.227:- Providing and applying anticorrosive coal tar black paintIS 290-1961 in two coats including surface preparation, chipping thewelding, cleaning spatters, dust etc. complete.

Sqm 278.15 220.91

228 Item No.228:- Providing and applying anticorrosive Coal Tar Epoxypaint for upstream side in two coats including surface preparation, Sqm 279.90 149.63paint for upstream side in two coats including surface preparation,chipping the welding, cleaning spatters, dust etc. complete.

Sqm 279.90 149.63

229 Item No.229:- Providing and applying two coats of flat oil paint ofapproved colour and shade to internal / external plastered surfacesincluding scaffolding if necessary clearing and preparing surfacesexcluding primer paint etc. complete.

Sqm 77.45 36.96

230 Item No.230:- Providing and applying two coats of flat oil paint ofapproved colour to the old structural steel work and iron workpreviously painted including scaffolding if necessary clearing &preparing surface excluding primer coat etc. complete.

Sqm 74.50 36.98

231 Item No.231:- Providing and applying two coats of lead / zinc base oilpaint / bituminous paint of approved colour and shade to wood work /fibre boards previously painted including scaffolding if necessary,preparing surface excluding primary coat etc. complete.

Sqm 99.00 47.71

232 Item No.232:- Providing and applying coal tar in one coat on previouslypainted wood work including preparing the surface scaffolding etc.complete.

Sqm 21.00 12.49

233 Item No.233:- Applying geru wash and white wash to canal road sideKm stones/Boundary stones / Ch. stones / bottom of trees,etc.complete.

No 54.05 43.21

234 Item No.234:- Removing M.S. needles from the K.T. Weir openingbefore onset of the monsoon for Passing the flood water through thebefore onset of the monsoon for Passing the flood water through theK.T. Weir openings including conveying the same up to the river banks,stacking the same with all leads and lifts etc. complete as directed.

No 134.00 126.72

235 Item No.235:- Transportation of M.S.Needles from the river bank tothe store shed / safe place or from store shed / safe place to riverbank by Bullock cart including loading, unloading and stacking with allleads and lifts etc. complete as directed. (lead half Km)

No 42.00 42.00

236 Item No.236:- Providing supplying and applying 1 coat of red oxide tothe steel structure as a primary coat including cleaning, scrubbing forpreparing the surface to apply paint with lead up to 15 m.and all liftsetc complete as directed.

Sqm 157.20 97.02

237 Item No.237:- Fixing of M.S. Needles in weir openings after offset ofthe monsoon for storage of Water from post mansoon river flow andmaking it water tight by using wooden pegs, Dungry cloth & emptycement bags etc. with all leads & lifts and including all material andlabour etc. complete as directed. (For 07 Nos.)

Needle 515.25 125.11

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238 Item No.238:- Cleaning by redrilling the vertical porous drain pipeincluding removing of leaching material, grout material if any inside ofthe V.P.D. with all leads and lifts etc complete as directed. (Verticalupward drilling)

a From 0 to 5 m. meter 5721.60 1178.67b From 5 to 10 m. meter 6293.75 1296.54c From 10 to 15 m. meter 6865.90 1414.40d From 15 to 20 m. meter 7152.00 1473.34

239 Item No.239:- Providing and applying single coat of epoxy primer (4.42Sqm per kg) (resin : hardner, 2:1) on old UCR / Concrete surface etc.complete.

Sqm 427.20 89.47

240 Item No.240:- Providing & applying of Epoxy Mortar layers to Monolithjoint of Masonry Dam with all lead & lift etc.complete as directed. Sqm 190.75 57.94

241 ITEM NO.241:- Providing and Fixing and errecting, welding 8 mm MSbar @ 200 mm c/c both ways for ferrocement walling with welded meshof size 100 x 100 x 2.30 mm and chicken mesh 3 layers, etc. completeas directed.

Sqm 931.65 93.62

242 ITEM NO.242:- Providing and casting Ferrocement wall in CM 1:3including curing etc complete as directed.

A) 30 mm thick wall Sqm 382.20 236.34B) 40 mm thick wall Sqm 501.45 314.81C) 50 mm thick wall Sqm 619.75 394.21

243 ITEM NO.243 :- Providing a Casagrande type Piezometer in a drilledhole with all its required accessories as per IS -7356 part-I at theproject site with all material transportation et complete.

A) Providing 37 mm dia,6 mm wall thick and 60 cm long porous tubepiezometer with stopper and top adapter made up of carborendumwith porous tube fillter of grain size 60 micron as specified in IS 7356part-I.

No. 14560.00 3360.00

B) Providing PVC riser pipe of 12mm outer dia,1.5 mm wall thicknessand 1.5m long. No. 1294.80 298.80

C) Providing PVC socket for riser pipe joint. No. 65.00 15.00

Ferro Cement (Items to be implemented with prior permission of Chief Engineer)

No. 65.00 15.00D) Providing 12 mm brass hexagonal pipe top cap. No. 65.00 15.00E) Providing 50 mm dia and 1.25 m long G.I pipe casing protectivecover No. 3900.00 900.00

F) Providing 150 mm dia and 1.20 m deep well graded sand filteraround the casagrande piezometer. No. 1950.00 450.00

G) Providing 150 mm dia and 1.00 m deep bentonite clay plug abovesand filter. No. 702.00 162.00

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244 ITEM NO.244 :- Providing electronic water level indicator for takingwater level reading in casagrande piezometer with stainless steel probeand marked flexible tape of 200 m length.

No 30000.00 0.00

245 ITEM NO.245 :- Providing Twin Tube Piezometer with all its requiredaccessories as per IS 7356 part-II with all material,labour andtransportation at the project sites etc complete.A) Providing foundation or embankment type twin tube piezometer tipassembly of 50 mm dia and 32 mm height with all its accessories likemetalic o ring ,ceramic filter and screws etc complete.

No. 3250.00 750.00

B) Providing Polypropelene tubing 8 mm O.D. 1.6 mm wall thicknesswhich can be fitted to the twin tube piezometer tip assembly with allrelevent accessories like elbow, nuts etc complete.

Meter 110.50 25.50

C) Providing identification tag with nylon thread. Set 97.50 22.50D) Providing Brass compression connector between twin tube tipD) Providing Brass compression connector between twin tube tipassembly and tubing. No. 325.00 75.00

E) Providing Brass End Plug No. 260.00 60.00F) Providing twin tube piezometer manifold system in the Terminal Wellat project site like main Pressure gauge, Valves, Pressure Pump Setetc.with all the required accessories as per IS 7356 Part II.

No. 390000.00 90000.00

G) Providing panel board with individual pressure gauges for six tips Set 422500.00 97500.00

246 ITEM NO.246 :- Providing accessories required for Repairs to manifoldsystem of twin tube piezometer as below

A) Compression type T No 195.00 45.00B) Straight union for joint No 130.00 30.00C) Elbow brass fitting No 162.50 37.50D) Ferrule and nut No 32.50 7.50E) Compression type Brass coupling for jointing tubes End Plug No 325.00 75.00F) End Plug No 260.00 60.00G) Gauge Plug No 6500.00 1500.00H) Hand shut up valve No 1625.00 375.00I) Pressure Pump No 97500.00 22500.00J) Identification Tag Set 97.50 22.50

247 ITEM NO.247 :- Manufacturing, Supplying and Erection of subassemblies of conventional plumb bob at project site.A) Manufacturing and supplying of table stand of size 600 x 700 mm &A) Manufacturing and supplying of table stand of size 600 x 700 mm &1200 mm height.as per specifications given & drawing provided. 1 Job 36600.00 0.00

B) Manufacturing and supplying of Weight gatta. as per specificationsgiven & drawing provided. Job 31900.00 0.00

C) Manufacturing and supplying of fixing point anchoring arrangement.as per specifications given & drawing provided. Job 33500.00 0.00

D) Manufacturing & supplying oil tank & stand for tank as perspecifications given & drawing provided. Job 27300.00 0.00

E) Supply of S.S. wire ø 1.6 x 100 mtr long. Complete job . Job 7700.00 0.00F) Manufacturing of Box Cover of size 400 x 400 x 250 for Microscopes2 Nos. as per specifications given & drawing provided. Job 7800.00 0.00

G) Supply of Vernier microscope as per specifications given Job 23600.00 0.00H) Erection and commissioning charges at project site. Complete jobincluding material handling, labour charges, Job 60000.00 60000.00

Total Rates For Manufacturing, Supplying and Erection of subassemblies of conventional plumb bob at project site. Set 228400.00 60000.00

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248 ITEM NO.248 :- Manufacturing, Supplying, erection of sub assemblies of Inverted plumb bob at project site.A)Stand for oil tank of plumb bob as per specifications given & drawing provided.

Job55000.00 0.00

B) Oil tank with cover as per specifications given & drawing provided. Job 32400.00 0.00

C) Copper/ SS float in oil tank Job 16600.00 0.00D) Spider attachment as per specifications given & drawing provided. Job 1900.00 0.00

E) Anchor rod as per specifications given & drawing provided. Job 3200.00 0.00F) Supply of S.S. wire ø 1.6 x 100 mtr long. Complete job . Job 7700.00 0.00G) Manufacturing of Box Cover of size 400 x 400 x 250 for Microscopes 2 Nos. as per specifications given & drawing provided.

Job7800.00 0.00

H) Supply of Vernier microscope as per specifications given Job 23600.00 0.0023600.00 0.00I) Erection and commissioning charges at project site. Complete job including material handling, labour charges,

Job60000.00 60000.00

Total Rates For Manufacturing, Supplying and Erection of sub assemblies of Inverted plumb bob.

Set 208200.00 60000.00

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ABSTRACT FOR COMMON SCHEDULE OF RATES 2018-19 … · COMMON SCHEDULE OF RATES 2018-19 (Applicable...

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Transcript of ABSTRACT FOR COMMON SCHEDULE OF RATES 2018-19 … · COMMON SCHEDULE OF RATES 2018-19 (Applicable...