Civil Norms2003.pdf

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR 1.

COST INDEX CALCULATION - Details are given below PROFORMA FOR CALCULATION OF COST INDEX

Sl. Description No .

1 1. 2. 3. 4.

5. 6. 7.

2 Bricks Sand (67% coarse 33% fine) Cement Stone aggregate (50%-40mm, 50%20mm) Timber (second class teak and local timber) Steel-mild/ tor/structural a) Mason (50% First Class) (50% Second Class) b) Carpenter (50% First Class) (50% Second Class) c) Coolie/Beldar/ (Unskilled)

TOTAL

Unit

3 1000 Nos. Cum.

Rates of Nagpur as on 1.1.92 corresponding to base 100 4 610

Rates at Area of WCL in the ____ half of _______ 5

Ratio between col.4 & col.5

Weigh -tage

(Col.5/4)

6

7 16.00

90

5.00

Qtl. Cum.

140 230

21.00 6.50

Cum.

12500

18.00

Qtl.

1300

10.00

Each (Rate per day) Each (Rate per day) Each (Rate per day)

52

8.50

52

4.00

40

11.00

Cost Rem Index -arks (Col. 6 x Col .7) 8

9

100.00 Total Cost Index :

NOTE : Base of 100 at Nagpur as on 1.1.92 is equal to cost index 600 w.r.t. 100 base at Delhi as on 1.10.76 1.1 Let,

Formula for calculating cost of Building at a particular place/project C = Cost Index at that place with reference to 100 base at Delhi on 1.10.76 Pc = Plinth area rate required for the particular place with Cost Index C. P = Plinth area rate of building at cost index 100 at Delhi as on 1.10.76 Pc = P x C_ 100 CMPDI, RI-IV, Nagpur 1

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR SERVICE BUILDING - PLINTH AREA & PLINTH AREA RATE NORMS (Rate in Rs.) Sl. Particular Plinth PLINTH AREA RATE/SQM. Remarks No Area Permanent Temporary Sq.m. specifications specifications 1 2 3 4 5 6 1. Project Office 461 446 375 2. Managers Officer i) Small 139 446 375 ii) Big 282 446 375 iii) Smallest 93 446 375 3. Workshop Requirement is based on the i) Buildings needs of Project ii) Bitumenous 33 33 and hence vary Pavement from project to iii) Boundary Wall 112/rm 112/rm project. iv) Concrete Pavement 45 45 (Requirement to (For 35t capacity be obtained from dumpers) E&M Deptt.) For plinth area rate norms of workshop building, refer Annexure-I 4. Dispensary i) Small 147 467 392 ii) Big 200 467 392 5. Hospital 11 bedded 595 467 392 6. Magazine i) 10,000 lbs 56 550 550 ii) 35,000 lbs 86 550 550 iii) 50,000 lbs 138 550 550 iv) 100,000 lbs 152 550 550 7. Senior/Officer’s Club i) Small 158 380 319 ii) Big 350 380 319 8. Workers Institute i) Small 148 380 319 Up to 500 workers 341 380 319 ii) Big > 500 workers 9. First Aid Centre 17 467 392 10. Primary School 277 380 319

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Sl.No. Particular

1 11. 12.

2 Post Office Lavatories and Urinals i) 10 Seaters

ii) 4 Seaters

Rev. No. 0 w.e.f. 1.4.2003

Plinth Area Sq.m. 3 56

PLINTH AREA RATE/SQM. Permanent Temporary specifications specifications 4 5 446 375

52

685

575

30

685

575

276 224

380 380

319 319

284 189

380 380

319 319

106 162 245 266 332 -

380 380 380 380 380 550

319 319 319 319 319 550

16.

Officer’s Rest House i) 4 Roomed ii) 2 Roomed Staff Rest House i) 10 Bedded ii) 4 Bedded Canteen i) 25 Seater ii) 50 Seater iii) 80 Seater iv) 100 Seater v) 160 Seater Substation

17.

Shopping Centre

193

380

319

18. 19.

Training Centre Group Training Centre

74 246

446 446

375 375

13.

14.

15.

CMPDI, RI-IV, Nagpur

Remarks

6

Upto 500 manpower in general shift Upto 200 manpower in general shift. For manpower (general shift) > 200 < 500 provide 2x4 seater

For assessing the seats of canteen, Refer Annexure-II Requirement based on needs of project (Requirement to be obtained from E&M Deptt.) 1 No. for 500 houses

3

CIVIL ENGINEERING NORMS

Sl.No. Particular

Rev. No. 0 w.e.f. 1.4.2003 Plinth Area

1 20.

2 Cap Lamp Room

21. 22. 23.

Rest Shelter Security Room Store & Office i) Building (6 m ht.) ii) Boundary Wall

39 10.5

380 380

319 319

-

550 112/rm

462 112/rm

24. 25. 26. 27. 28. 29.

Community Hall C.D.S. Control Rool Laboratory Building Bank Building Garages Police Station

450 133.5 -

380 446 446 446 235 446

319 375 375 375 235 375

30.

Civil Maintenance Office & Store

-

446

375

31.

Barbed wire fencing for project

-

18/rm

18/rm

32. 33.

Staff Club Bus Stand

181 -

380 235

319 235

34.

Scooter/cycle shed

-

200

200

CMPDI, RI-IV, Nagpur

3 -

PLINTH AREA RATE/SQM. Permanent Temporary specifications specifications 4 5 446 375

Remarks

6 Requirement based on needs of project (Data on no.of lamps to be obtained form project planner) For area requirement (Refer Annexure-III)

Requirement based on needs of project (Requirement to be obtained from E&M Deptt.)

Requirement based on needs of Project. For requirement of Area of garage for vehicles, Refer Annexure -IV Requirement based on need of project. Requirement based on need of project Requirement based on need of project

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CIVIL ENGINEERING NORMS

Sl.No. Particular

1 35.

Washing Platform i) For Light Motor Vehicles(LMV) ii) For Dumper a) 35 t to 50t capacity b) 85t capacity

37.

N.B.

Plinth Area

2 Structural yard (open) with murum surface

36.

Dozer Platform

:

Rev. No. 0 w.e.f. 1.4.2003

3 -

PLINTH AREA RATE/SQM. Remarks Permanent Temporary specifications specifications 4 5 6 22 22 Requirement based on need of project

-

-

LS 1,25,000

-

-

LS 250,000 LS 350,000

-

-

45

Requirement based on need of project

1.

Provisions of plinth areas are for small to medium capacity projects. For higher capacity mines, these areas may be revised upward as per specific requirement.

2.

For projects having life more than 20 years, plinth area rates for permanent specifications of buildings to be considered.

3.

For projects having life less than 20 years, plinth area rates for temporary specifications of buildings to be considered.

4.

Plinth area rates are based on BPE guidelines and circulated by Dy.CE(C), CMPDI HQ vide letter No.CE/F-53/2021 dt.8th October,1982.

5.

Plinth area rates are with reference to Cost Index 100 base at Delhi as on 1.10.76.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

ANNEXURE-I CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR NORMS FOR UNIT RATES FOR WORKSHOPS (A)

After reviewing the cost estimates details for different types of workshop, as furnished by the members, the following norms were accepted. i)

Workshop upto 6 M clear height ………………………….. Rs.550/sqm.

ii)

Workshop with clear height ranging from 7 to 8 metres

……………………………. Rs.650/sqm.

iii)

Workshop with clear height 9 m & above

……………………………. Rs.740/sqm.

a)

These rates include light to medium duty electrically operated cranes normally installed in such workshop.

b)

These rates include the cost of normal machine foundations as well as light to medium duty floors.

c)

These unit rates correspond to cost index 100 at Delhi as on 1.10.1976 and may be suitably escalated in different areas.

d)

For workshops having very light machines requiring practically no machine foundations and clear heights lying in between the above parameters, the cost rates may be judiciously interpolated. These rates are applicable for ordinary good soil

NOTE : These norms have been approved by BPE as per their letter No.1/44/78 – BPE(C) dated 2.3.81 (B)

Other Rates Norms For Workshop & Sheds For workshop upto 3.0 m clear height.

-

Rs. 296/- sqm.

For workshop upto 4.5 m clear height like E& M workshop

-

Rate 75% of Rs.550/sqm.

For dozer shed of 6 m clear height but opened on sides

-

Rate 80% of Rs.550/sqm.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

For workshop with 6m clear height but without cranes

-

Rate 90% of Rs.550/sqm

For workshop with EOT cranes of more than 10t capacity the

-

Rate may be increased between 10% to 20% of rates given under (A) above.

N.B. : 1. Rates are based on cost index 100 at Delhi on 1.10.76. (C)

Rate Norms for higher capacity cranes with Requirement of major materials (1)

Workshop with crane capacity 30 t Clear height between 11m to 13m Crane bracket level at 9 m. Structural steel – 180 kg/sqm. Concrete 1: 1 ½:3 (foundation & Flooring – 0.5 cum./sqm Reinforcement

-

60 kg./cum.

CGI Sheeting

-

2 m2/sqm.

Rate - Rs.1100/sqm. (2)

Workshop with Crane capacity 15 t Clear height – 9m Crane bracket level – 6 m Structural steel – 150 kg/sqm. Concrete 1: 1 ½:3 – 0.3 cum/sqm. Reinforcement - 60 kg/cum. G.I. Sheeting – 2 m2/sqm. Rate

- 900/sqm.

N.B. : 1. Rates are based on cost index 100 at Delhi as on 1.10.76 2. Details and rates have been obtained from Ranchi in March’91 General Note :

For foundation in B.C. soil strata, the rates may be increased by 10% as given under (A), (B) & (C) above.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

ANNEXURE-II

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CANTEEN Sl.No. 1. 2. 3. 4. 5.

Note:

No.of Workers per Shift Upto 200 201 to 400 401 to 660 661 to 1200 Above 1200

Seats 25 50 80 100 160

Where the employees per shift are reasonably more than 1201, an additional secondary canteen of suitable capacity commensurating with the no. of employees may be provided.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

ANNEXURE-III

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR LAMP ROOM Sl.No. 1. 2. 3. 4. 5. 6. 7. 8. 9.

CMPDI, RI-IV, Nagpur

Particulars 600 Lamps 800 Lamps 1000 Lamps 1200 Lamps 1400 Lamps 1600 Lamps 1800 Lamps 2000 Lamps 2500 Lamps

Area in M2 102 125 149 172 195 218 242 265 323

Remarks

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CIVIL ENGINEERING NORMS

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ANNEXURE-IV

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR GARAGES Sl.No. 1. 2.

3. 4.

*

Particulars Jeeps, Car, Cash Van, Trailor, Pick UP Van Truck, Explosive Van, School Bus, Water Sprinkler, Ambulance Motor Cycle Cycle Shed

Plinth Area in M2 17

Remarks

23

6 1 M2*

For each cycle

Modified in the light of BPE comments on Orient Project Report.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR

PROVISION OF FLOOR AREA FOR OFFICERS & STAFF IN ADMINISTRATIVE OFFICE BUILDINGS – NORMS Ref: BPE/GL-013/77/CON/15/32/77-BPE(C)/145 dt. 16.5.77 1. Sl.No. 1. 2. 3.

4. 5. 6. 7.

2.

Categories of Officers Officers drawing Rs. 2000/- & above PM (for Officers of M1 & above grade) Officers drawing Rs. 1100/- PM & above but less than Rs.2000- pm. (for Officers in E5 to E3 grade) Gazetted Officers drawing pay less than Rs. 1100/PM excluding section officer (For Officers in E1 & E2 grade) Section officers in the secretariat/attached offices Technical staff such as draughtsman, Tracer & estimators, etc. Ministerial staff such as superintendent, Head Clerks, Asstt. Clerks & Daftries Ministerial staff such as Superintendent, Head clerks, Asstt. Clerks & Daftries

Entitlement of office accommodation 240 sft (22 sqm) 120 sft (11 sqm) 60 sft. (5.5 sqm.)

60 sft. (5.5 sqm.) 60 sft. (5.5 sqm.) 40 sft. (3.5 sqm.) 40 sft. (3.5 sqm.) plus 10% of entitlement for current records

The total estimated requirement of office accommodation determined on the basis of revised scale would be subject to the following austerity cuts : Entitlement

Percentage of cut

Upto 30,000 sft. (upto 2700 sqm.)

10%

More than 30,000 sft (more than 2700 sqm.)

15%

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR NORMS FOR PAVEMENT

A.

CONCRETE PAVEMENT

Specifications : a)

9” Stone boulder soling

b)

8” Loose and 6” Compact stone metalling

c)

6” P.C.C. (1:2:4) (3/4” gauge down metals) Rate/m2 = Rs. 45/-

N.B.

B.

1)

The rate is applicable for movement of 35 t capacity dumpers.

2)

Rate is based on Cost Index 100 at Delhi as on 1.10.76

BITUMINOUS PAVEMENT

Specifications : a)

9” Stone boulder soling

b)

8” Loose and 6” Compact stone metalling

c)

2” Thick pre mix bituminous carpet Rate/m2 = Rs. 33/-

N.B.

1)

Rate is based on Cost Index 100 at Delhi as on 1.10.76

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR Salient Points of Specification of Common Service Buildings and other utilities 1.

Workshop & Stores -

2.

Boundary Wall

3.

(Workshop & Store)

Brick work construction. Height 2 M above ground level Angle Iron posts 750mm High on top carrying 4 rows of barbed wire.

Barbed Wire Fencing -

4.

Structural Steel Construction (Main columns, bracings, trusses, Purlins, Louvers, Side Girts, etc.) with RCC foundations. Steel Crane Girders for medium duty EOT Cranes. 22g CGI sheetings on roof with PGI ridges. 24g CGI sheeting for side cladding, Transluscent sheets of adequate thickness upto 10% of covered area in a staggered fashions. Medium duty floors including machine foundations. Steel gutters and rain water pipes. Cubicals for shop Incharge etc. Provision of small toilet facility. Cage Ladder for access to roof.

Clear height above GL 1.2 M Angle Iron posts at an average distance of 2.5 M center to center fixed in PCC. Steel barbed wire, 6 horizontal rows and 2 diagonals.

Sub-Station -

Conventional construction, brick work and RCC beam and slab frame. Clear height from floor to ceiling 4 M. RCC Louvers for proper ventilation. Ducts for electric cables of adequate size.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR

1.

RATES FOR BUILDING & LAND DEVELOPMENT – NORMS As on 1.10.1976 at Delhi Ref. BPE Circular No. 1. 2.

Sl.No. I.

BPE/GL-017/78/CON/GENL-11/67/149 dt.22.8.78 BPE/GL-031/78/Constn./15(54)/74-BPE(C)/152 dt.4.10.78

Description of Item

Rate (Rs)

Unit

400.00

Sqm

385.00 340.00 375.00

“ “ “

OFFICES, HOSPITAL & DISPENSARY BUILDING BUILDING PORTION 1.

2.

RCC Framed Structures a) RCC framed structures upto 6 storeys (3.40m height) Load bearing Structures (3.40m height) a) b) c)

II.

Single storeyed and three storeyed Double storeyed Four storeyed

SCHOOLS, COMMUNITY CENTRE & SHOPPING CENTRES BUILDING PORTION 1.

Load bearing Structures (3.40m height) a) b) c)

Single storeyed and three storeyed Double storeyed Four storeyed

310.00 290.00 325.00

“ “ “

a)

RCC framed structures upto 6 storeys (3.40m height)

365.00

“

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

III

Rev. No. 0 w.e.f. 1.4.2003

RESIDENTIAL BUILDING: BUILDING PORTION: 1.

Load bearing structures: (2.80m height)

i)

Quarters of Type A,B & C Workers' Hostels & Servant Quarters for Type-D a) Two storeyes b) One & three storeys c) Four storeys

260.00 275.00 290.00

Sqm " "

ii)

Type-D Quarters & Officer's Hostels:

iii) iv)

a) Two storeyes b) One & three storeys c) Four storeys Scooter & Cycle sheds Garages

310.00 325.00 340.00 200.00 235.00

" " " " "

2. RCC framed construction buildings upto 6 storeys (2.8 m height)

385.00

"

9.00

"

2 a) Extra for foundation in poor soil having bearing capacity less than 10 T/Sq.m b) Extra for foundations in black cotton soil or poor soil requiring underreamed piles 6m long

15.00

"

68.00

"

3

Extra for pile foundation upto a depth of 15m (50'-0")

84.00

"

4

Extra to resist earthquake forces 34.00

"

IV Extra provision for Building portion for non-residential and residential buildings wherever required 1

Extra for anti termite treatment (on ground floor area only)

a) For RCC framed buildings

CMPDI, RI-IV, Nagpur

15

CIVIL ENGINEERING NORMS

b)

5

Rev. No. 0 w.e.f. 1.4.2003

For load bearing wall buildings :

i)

In Zone V

25.00

ii)

Extra to resist earth quake forces for more than 2 storeyed buildings in Zone III & IV

a)

With a design seismic coefficient greater than 0.06

b)

Design seismic coefficient equal to or less than 0.06

Sqm

12.50

For office buildings,colleges, schools & hospitals

12.50

For hostel & residential building

1.50

Extra for buildings in subsidence area

Amount will depend on nature & degree of subsidence

V. Services : Expressed as % of building cost: Particulars

Non-Res. Bldgs. -------------------------------Office HospiSchtal ool

Residential Buildings --------------------------------------------Type Type Type Type A& B C D Servant Qrts.

a) Internal Electric installtions

12 1/2

12 1/2

12 1/2

10

10

b) Internal water supply & sanitary installtions

4

10

5

15

12 1/2

c) External services

5

5

5

5

d) Extra for Power wiring & plugs 4

4

-

-

CMPDI, RI-IV, Nagpur

12 1/2

5

-

12 1/2

12 1/2

12 1/2

5

5

-

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CIVIL ENGINEERING NORMS

VI. 1

Rev. No. 0 w.e.f. 1.4.2003

Development of Site : Water Tanks : a) Overhead tank upto staging of 20 M. b) Underground sump

2

Development of site including :

i) ii) iii) iv) v) vi) vii) viii)

Levelling Internal roads & paths Sewerage Filtered water supply Storm water drains Horticultural operations Street lighting with incandescent lamp LT distributions & HT sub-station

CMPDI, RI-IV, Nagpur

Rs.1.10 per litre Rs.0.65 per litre

Rs.1.50 Rs.3.50 Rs.1.50 Rs.1.50 Rs.1.50 Rs.0.65 Rs.0.35 Rs.2.60 ------------------Rs.13.10/Sqm. -------------------

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR WINDER HOUSE AND FAN HOUSE (RATE AT CI 100 AT DELHI AS ON 1.0.76)

1.

Winder House

=

Rs. 43000 per 100 H.P. (75 kW approx.) < Rs. 54000/-

2.

Fan House

=

Rs. 32000 per 100 H.P. < Rs.54000/-

3.

Haulage E. House

=

i)

For 75 KW to 150 KW P.A = 50 Sqm P.A. Rate – Rs. 550 m2

ii)

For 150 KW to 300 KW – P.A. = 75 Sqm P.A. Rate = Rs. 550/m2

N.B. :

Area for Haulage Engine-House is based on actual requirement basis and adopted rates are of workshop building upto 6 M ht.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR

BUILDING STANDARDS FOR RESIDENTIAL BUILDINGS AND SCALES FOR BUILT-IN AMENITIES (Ref. BPE/GL-019/78/CON/Genl 89/71/150 dt. 22.8.78)

Sl. Item No. 1 2 A Building Standards 1. Pay Ranges for entitlements

Type A 3

Standard Type B Type C 4 5

Remarks Type D 6

7 The pay ranges indicated are only Upto Rs.501Rs.1100/- Rs.1600/- basic pay per month Rs.500/- Rs.1099/- Rs.1599/- & above and exclude any element of DA 2. Plinth area per 36 sqm 56 Sqm 84 Sqm 139 Sqm 6 Normal ceiling unit (excluding + 19 sqm height may be staircase) servants kept at 2.75m + 19 sqm as per garage provision of National Building Code. 2. These plinth area correspond to a standard brick size of 9”x4.5”x3” (nominal) Where the brick size is large (10”) or where thicker walls are adopted, additional plinth area as below may be provided. 10”the wall 13.5”th wall 15”th wall 3.

External circulation area (stair case & landing) for two or more storeys construction

CMPDI, RI-IV, Nagpur

5 Sqm

5 Sqm

Type A&B 4% 9% 13%

5 Sqm

Type C&D 2% 5% 7%

6 Sqm

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CIVIL ENGINEERING NORMS

Sl. Item No. 1 2 4. Maximum permissible additional area for sleeping out balconies.

Rev. No. 0 w.e.f. 1.4.2003

Type A 3 5.6 Sqm

Standard Type B Type C 4 5 5.6 Sqm 7.8 Sqm

Remarks Type D 6 9.9 Sqm

5.

Maximum permissible additional area for sitting out balconies.

2.8 Sqm

2.8 Sqm

3.9 Sqm

4.45 Sqm

6.

a) Scooter

-

4.2 Sqm

4.2 Sqm

-

b) Cycle shed

2.5 Sqm. -

-

-

CMPDI, RI-IV, Nagpur

7 1. Sleeping out balconies to be provided only in higher than two storey qrts. at such places where due to climatic conditions people sleep outside in summer. 2. Where sleeping out balconies are provided staircase need not be taken upto roof, a trap door in the roof slab and a steel ladder may be provided. Sitting out balconies to be provided only in those buildings which have two or more storeys & which do not have sleeping out balconies. Scooter/Cycle shed to be provided only in buildings which have three or more sotreys. They are not ot be provide in Bombay or Calcutta.

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CIVIL ENGINEERING NORMS

Sl. Item No 1 B. 1.

C. 1. 2. 3.

4. 5. 6. D. 1. 2. 3.

Rev. No. 0 w.e.f. 1.4.2003

Standard Type B Type C

Type A 2 3 4 Scales for Built-in-Amenities Built-in cup1 2 boards with shutters in bed room (one in each bed room

Sanitary Fittings Indian Type WC European type WC Wash hand basin with mirror, glass shelf & towel rail Sink with draining Board Taps in Kitchen Shower

Remarks Type D

5

6

7

2

3

Open shelves for storage to be provided in living rooms and kitchen and a loft for additional storage may also be provided at suitable locations. (Servant’s)

1 -

1 -

1 -

1+1 1

-

1

1

2

1

1

1

1

3 1

3 1

4 1

5+2 2

In Servant Qtr.

Electrical Installations Fans 2 Light points 6 Light/Power 3 plugs

3 8 4

4 10 7

5 18 10

Surface wiring to be provided for internal electrical installations.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

PAY SCALES OF EXECUTIVES & THEIR ENTITLEMENT OF QUARTERS ____________________________________________________ Sl. Executives Pay Scales Entitlement of No. Grade w.e.f.1.1.97 Quarters * ____________________________________________________ 1 2 3 4 ____________________________________________________ 1.

E-1

8600-14600

C-Type

2.

E-2

10750-16750

C-Type

3.

E-3

13750-18700

C-Type

4.

E-4

16000-20800

C-Type

5.

E-5

17500-22300

C-Type

6.

M-1

18500-23900

D-Type

7.

M-2

19500-25000

D-Type

8.

M-3

20500-26500

D-Type

_______________________________________________________ * Based on present practice of allotment of quarters.

PAY SCALES OF WORKERS & NON-EXECUTIVES CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

AND THEIR ENTITLEMENT OF QUARTERS

A. DAILY RATED WORKERS _________________________________________________ Sl. Category NCWA-VI Pay Entitlement No. scales w.e.f of Quarter 1.7.1996 _________________________________________________ 1.

I

126.92-161.28

| | 2. II 129.79-169.57 | | 3. III 133.75-181.63 | M.Q.(Miner's | Quarter) 4. IV 136.46-192.98 | | 5. V 142.13-209.27 | | 6. VI 148.34-234.20 | | _________________________________________________

B. EXCAVATION WORKERS (DAILY RATED) _______________________________________________ CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

Sl. Category No.

NCWA-VI Pay Entitlement scales w.e.f of Quarter 1.7.1996 ________________________________________________

1.

Special

174.88-299.44

B - Type

2.

A

166.40-283.58

B - Type

3.

B

156.75-263.85

4.

C

150.09-242.43

5.

D

144.85-218.47

6.

E

135.40-185.98

| | | M.Q. | (Miners | Quarter) | |

___________________________________________________

C. MONTHLY RATED WORKERS (Technical, Supervisory & (Misc. Scales) CMPDI, RI-IV, Nagpur

24

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

___________________________________________________ Sl. Category NCWA-VI Pay Entitlement * No. scales w.e.f of Quarter 1.7.1996 ___________________________________________________ 1.

Sr.T&S - A1

6000-8400

B-Type

2.

A

4652-7802

B-Type

3.

B

4317-7257

B-Type

4.

C

3998-6528

B-Type

5.

D

3698-5878

B-Type

6.

E

3545-5111

B-Type

7.

F

3506-4856

B-Type

8.

G

3457-4663

A-Type

9.

H

3384-4464

A-Type

______________________________________________________ * Based on BPE office memorandum vide ref. No.BPE/GL-002/83/CON/GENL-94/71-BPE(C)/158 dt.30.8.1983

D. MONTHLY RATED WORKERS (Clerical)

____________________________________________________ CMPDI, RI-IV, Nagpur

25

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

Sl. No.

Category

NCWA-VI Pay Entitlement * scales w.e.f of Quarter 1.7.1996 ___________________________________________________ 1.

Special

4317-7257

B-Type

2.

I

3998-6528

B-Type

3.

II

3698-5878

B-Type

4.

III

3545-5111

B-Type

____________________________________________________ * Based on BPE office memorandum vide ref. No.BPE/GL-002/83/CON/GENL-94/71-BPE(C)/158 dt.30.8.1983

E. PIECE RATED WORKERS

____________________________________________________ CMPDI, RI-IV, Nagpur

26

CIVIL ENGINEERING NORMS

Sl. No.

Category

1.

I

Rev. No. 0 w.e.f. 1.4.2003

NCWA-VI Pay Entitlement * scales w.e.f of Quarter 1.7.1996 ___________________________________________________ 127.63

| | 2. II 130.37 | | 3. III 133.77 | | 4. IV 134.43 | M.Q. (Miner's | Quarter) 5. V 139.14 | | 6. V-A 139.82 | | ___________________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

27

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

HOUSING SATISFACTION NORMS

CONDITION

SATISFACTION

REMARKS

1. In case project is located within 10 miles of Town having a population above 1 million

40%

As per BPE circular No.Adv.(C)Genl-129/72 /Cir-109/74 dt.14.1.74

2. Project located near medium size cities or sorrounded by large number of villages

55%

Higher housing satisfaction to be judged on individual merits. (Ref.D015/ 82-BPE(c) dt. 30th May '83)

3. In most difficult and remote location where there is neither a town nor enough villages around

70%

The above satisfaction limit is an overall average housing satisfaction limit considering all quarters against the total envisaged manpower. Individually, for different type of quarters percentage satisfaction may be considered as follows. However the overall housing satisfaction limit as indicated for three different type conditions above have to be observed. MQ A Type B Type C & D Type -

40% to 50% 50% to 60% 60% to 75% 100%

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED CMPDI, RI-IV, Nagpur

28

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003 RI.IV, NAGPUR

COST NORMS FOR DOUBLE STOREYED MINERS' QUARTERS

(1 ) Unit cost for double storeyed = Miners' Quarters

Rs.13500/-

at Cost Index 100 at Delhi as on 1.10.76

(2) Add for extra facilities such as cistern, fan & tank, per unit of MQ.

Rs. 550/-

at Cost Index 100 at Delhi as on 1.10.76

=

Note: 1.

Unit cost is based on communication made by Addl.CE (C), CMPDI HQ, Ranchi vide letter No.CE/F52/55 dated 7/8 Jan. 1987 to Dy.CE (C), CMPDI, RI.IV.

2.

Cost for extra facilities is based on communication made by Addl.CE(C), CMPDI. RI-V Bilaspur to Chief Engineer(Civil), CMPDI, HQ, Ranchi vide letter No.CMPDI/RV/CVIL/24-II/4471 dt.29.12.1989.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

29

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

NORMS FOR PROVISION OF CAR GARRAGE SPACE FOR `C' TYPE QUARTERS

Car parking space to be provided

=

For 50% of the occupants of `C' Type quarters.

Plinth Area of Car Garrage

=

18 Sqm. for every 2 Nos. of `C' type quarters.

Note:

As per letter No. CE/1912 dated 18/19.8.89 of Dy.CE (C), CMPDI HQ, Ranchi.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur 30

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

NORMS FOR HOSTEL TYPE ACCOMMODATION

No. of Hostel Type Units to be considered in a Project

-

20% of the total type quarters envisaged and to be distributed between B and C type quarters proportionately as per their nos.

Plinth Area per unit

-

20 SQM

Plinth Area Rate & specifications

-

Similar to `A' Type quarters

Note:

20% of the total type quarters envisaged for hostel type accommodation is for economy in expenditure and as per BPE No. BPE/GL-005/75/CON/15/6/74-BPE/C/122 dated 13th March 1975.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

31

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

NORMS FOR COLONY ROADS i) For single storey quarters Length of Colony Road

=

1 km/100 Quarters

=

1 km/150 Quarters

Length of colony road

=

1 km/200 Quarters

Out of Total Colony Road length Major stratum`B' Road shall be

=

60% of total colony length

and Minor stratum `A' Road shall be

=

40% fo total colony length

ii) For double storey quarters Length of Colony road iii) For three storey quarters

NORMS FOR PUCCA DRAINS IN COLONY S.No.

Size of Drain

Length of Drain

Rate per metre

1.

22.50cm x 30 cm

25% of total length of colony road

Rs.28/-

2.

30 cm x 45 cm

20% of total length of colony road

Rs.57/-

3.

60 cm x 90 cm

10% of total length of colony road

Rs.104/-

NORMS FOR TREE GUARDS & DRAINS CROSSINGS SLABS FOR COLONY TREE GUARDS Nos

-

40 Per Km.

Rate

-

Rs.31/-each

RCC DRAIN CROSSING SLAB No.

-

40% of nos. of quarters

Rate

-

Rs.26/- Each

N.B. : Rates are based on Cost Index 100 at Delhi as on 1.10.76.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

32

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

SPECIFICATIONS AND RATES FOR COLONY ROADS

1. A. MAJOR STRATUM `B'ROAD

3.75m wide with 2m pucca shoulder on both sides.

i) Specifications 15cm thick cobble soling over 22.5cm moorum filling (Moorum fillings in case of BC/clayey soil) 7.5cm thick WBM under 2cm thick premix surfacing PUCCA SHOULDERS : 7.5cm moorum layer over 7.5cm stone metalling blinded with moorum. Brick edging on both sides. ii) Rate :

a) For sandy & silty sub grade b) For clayey/BC soil sub grade

B. MINOR STRATUM `A' ROAD

-

Rs. 81/m Rs. 102/m

3.75m wide with 1.5m Shoulder on sides.

i) Specifications 15 cm thick cobble soling over 22.5cm moorum filling (Moorum fillings in case of BC/clayey soil) 7.5cm thick WBM under 2cm thick premix surfacing Brick edging on both sides. Shoulders : Earth work and surface dressing. ii) Rate :

N.B. :

a) For sandy & silty sub grade b) For clayey/BC soil sub grade

-

Rs. 57/m Rs. 79/m

Rate per metre length is based on cost index 100 at Delhi as on 1.10.76.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

33

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

SPECIFICATIONS AND RATES FOR APPROACH ROADS AND SERVICE ROADS

1.

A. SECTOR ROAD (STRATUM `C')

3.75m wide with 2m pucca shoulder on both sides

i) Specifications : 15cm thick cobble soling over 22.5cm moorum filling (Moorum fillings in case of BC soil/clayey soil only) 15cm thick WBM in 2 layers 2.5cm thick premix surfacing with seal coat. PUCCA SHOULDERS : 7.5cm moorum layer over 7.5cm stone metalling blinded with moorum Brick edging on both sides. ii) Rate :

a) For sandy & silty sub grade b) For clayey/BC soil sub grade

-

Rs. 108/m Rs. 130/m

B. SECTOR ROAD (STRATUM `D') 7.5m wide with 2m cycle track on both sides (Double lane) i) Specifications: 22.5cm thick cobble soling over 27.5cm moorum filling (Moorum fillings in case of BC soil/clayey soil ony) 15cm thick WBM in 2 layers 4 cm thick premix surfacing . Cycle Track : 2.5cm premix carpeting over 15 cm WBM (2 layers) blinded with moorum. Brick edging on both sides. ii) Rate :

a) For sandy & silty sub grade b) For clayey/BC soil sub grade

-

Rs. 261/m Rs. 316/m

N.B. :

Rate per metre length is based on cost index 100 at Delhi as on 1.10.76.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED CMPDI, RI-IV, Nagpur

34

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003 RI.IV, NAGPUR

COST NORMS FOR HAUL ROAD FOR DUMPERS Sl. No.

Particulars

Single Lane 35T

1.

2.

3.

4.

5. i)

ii)

iii)

50T

Total 16.5m 17m Width of Road Width of 7.5m 8m carriage way Width of 5m 5m Dozer Track Width of 2m 2m Shoulder Rate/m at Cost Index 100 For Rs.602/- Rs.722 CBR Value 3 For Rs.515/- Rs.620/CBR Value 5 For Rs.442/- Rs.544/CBR Value 7

85T

Double Lane 120T

35T

50T

85T

120T

19m

21m

22m

23m

26.5m

30m

10m

12m

13m

14m

17.5m

21m

5m

5m

5m

5m

5m

5m

2m

2m

2m

2m

2m

2m

Rs.974

Rs.1436

Rs.798

Rs.974

Rs.1351

Rs.2050

Rs.877/- Rs.1246/- Rs.681/- Rs.836/- Rs.1216/- Rs.1778/-

Rs.716/- Rs.1149/- Rs.588/- Rs.734/- Rs.994/-

NOTE: 1. The above estimated cost per m length excludes the cost of Lithology, land, culverts, Arboriculture, Embankment and bitumen carpetting. 2. The above cost is based on design standard for Haul road circulated by CMPDI HQ, Ranchi and made applicable at RI.IV w.e.f. 19/9/89. 3. Per metre cost is based on cost index 100 at Delhi as on 1.10.76.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED CMPDI, RI-IV, Nagpur 35

Rs.1640/-

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003 RI.IV, NAGPUR

OVERALL ROAD THICKNESS FOR DIFFERENT CBR VALUES OF SUBGRADE OF DIFFERENT CAPACITITIES OF DUMPERS Dumper Capacity

| 50 Tonne | | | | | CBR value of 3 4 5 6 8| 3 4 5 6 8 | 3 Subgrade | | | | Total thick90 85 75 65 58|110 105 90 80 70 |135 ness of | | pavement | | T(Cm) | | | | Thickness of 18 18 18 18 18| 20 20 20 20 20 | 22 Gravel layer | | 63mm-40mm | | well graded | | T3 (Cmn) | | | | Thickness of 20 20 20 20 20 | 25 25 25 25 25 | 30 Gravel layer | | 90mm-40mm well | | graded T2 (Cm) | | | | Thickness of 52 47 37 27 20 | 65 60 45 35 25 | 83 Moorum sand | | layer T1 (Cm) | |

NOTE :

35 Tonne

85 Tonne

|

120 Tonne

| | 4 5 6 8 | 3 4 5 6 8 | | 130 115 100 85 |180 170 150 140 120 | | | | 22 22 22 22 | 30 30 30 30 30 | | | | | 30 30 30 30 | 40 40 40 40 40 | | | | 78 63 48 33 | 110 100 80 70 50 | |

The above details are as per Technical Manual on " Guidelines for Planning, Design and Construction of Haul road" prepared by CMPDI HQ, Ranchi (Year 2000).

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

36

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

SPECIFICATIONS AND RATES FOR BRIDGES & CULVERTS A. MAJOR BRIDGE (7.50m wide) Rate/Meter

=

Rs. 12500.00

B. CULVERTS (7.50m wide)

-

For single lane road of 3.75m wide

Sl.No.

Particulars

1. 2. 3. 4. 5.

4.57m Span R.C.C.Slab culvert 3.05m Span R.C.C.Slab culvert 1.83m Span R.C.C.Slab culvert 1.22m Span R.C.C.Slab culvert 0.61 m dia. Hume Pipe culvert

C.

CULVERTS (13.00m wide)

Rate

-

= = = = =

Rs.37500/Rs.25000/Rs.15000/Rs.10000/Rs. 3100/-

For double lane road of 7.50m wide

Sl.No.

Particulars

1. 2. 3. 4. 5.

4.57m Span R.C.C.Slab culvert 3.05m Span R.C.C.Slab culvert 1.83m Span R.C.C.Slab culvert 1.22m Span R.C.C.Slab culvert 0.61 m dia. Hume Pipe culvert

Rate = = = = =

Rs.49500/Rs.33000/Rs.19800/Rs.13200/Rs. 4100/-

D. CULVERTS (7.50m wide) for LW-35 Dumpers Sl.No.

Particulars

1. 2. 3. 4. 5.

4.57m Span R.C.C.Slab culvert 3.05m Span R.C.C.Slab culvert 1.83m Span R.C.C.Slab culvert 1.22m Span R.C.C.Slab culvert 0.61 m dia. Hume Pipe culvert

Rate = = = = =

Rs.50600/Rs.33800/Rs.20300/Rs.13500/Rs. 4200/-

E. CULVERTS (13.00m wide) for LW-35 Dumpers Sl.No.

Particulars

1. 2. 3. 4. 5.

4.57m Span R.C.C.Slab culvert 3.05m Span R.C.C.Slab culvert 1.83m Span R.C.C.Slab culvert 1.22m Span R.C.C.Slab culvert 0.61 m dia. Hume Pipe culvert

Rate = = = = =

Rs.67300/Rs.44900/Rs.26900/Rs.18000/Rs. 5600/-

F. CULVERTS (8.00m wide) for LW-50 Dumpers CMPDI, RI-IV, Nagpur

37

CIVIL ENGINEERING NORMS

Sl.No.

Particulars

1. 2. 3. 4. 5.

4.57m Span R.C.C.Slab culvert 3.05m Span R.C.C.Slab culvert 1.83m Span R.C.C.Slab culvert 1.22m Span R.C.C.Slab culvert 0.61 m dia. Hume Pipe culvert

Rev. No. 0 w.e.f. 1.4.2003 Rate = = = = =

Rs.61300/Rs.40900/Rs.24500/Rs.16400/Rs. 5100/-

G. CULVERTS (14.00m wide) for LW-50 Dumpers Sl.No.

Particulars

1. 2. 3. 4. 5.

4.57m Span R.C.C.Slab culvert 3.05m Span R.C.C.Slab culvert 1.83m Span R.C.C.Slab culvert 1.22m Span R.C.C.Slab culvert 0.61 m dia. Hume Pipe culvert

Rate = = = = =

Rs.80700/Rs.53800/Rs.32300/Rs.21600/Rs. 6700/-

H. CULVERTS (17.50m wide) for LW-85 Dumpers Sl.No.

Particulars

1. 2. 3. 4. 5.

4.57m Span R.C.C.Slab culvert 3.05m Span R.C.C.Slab culvert .83m Span R.C.C.Slab culvert 1.22m Span R.C.C.Slab culvert 0.61 m dia. Hume Pipe culvert

Rate = = = = =

Rs.1,26,750/Rs. 84500/Rs. 50730/Rs. 33925/Rs. 10525/-

I. CULVERTS (21.00m wide) for LW-120 Dumpers Sl.No.

Particulars

1. 2. 3. 4. 5.

4.57m Span R.C.C.Slab culvert 3.05m Span R.C.C.Slab culvert 1.83m Span R.C.C.Slab culvert 1.22m Span R.C.C.Slab culvert 0.61 m dia. Hume Pipe culvert

Rate = = = = =

Rs.1,69,110/Rs.1,12,750/Rs. 67700/Rs. 45275/Rs. 14000/-

N.B. 1. Rates are based on cost index 100 base at Delhi as on 1.10.76 2. For every one km length of road, 2 No. culverts shall be provided, out of which one shall be RCC slab culvert and other shall be hume pipe culvert. CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

38

CIVIL ENGINEERING NORMS

1.

Water Requirement Norms :

(a)

Potable Water Requirement:

Rev. No. 0 w.e.f. 1.4.2003

(i) Residential 135 litres per person per day (ii) Non-Residential 45 litres per person per day (b)

Industrial water Requirement : b(1) For Opencast Mine Projects (i)

Water required for washing of Dumpers @ 1800 litres/Day/Dumper

(ii)

Water required for dust suppression in CHP and other industrial premises 22,500 litres per day for every million tonnes of coal produced every year.

(iii)

Water required for road watering 67,500 litres/day/million tonnes of coal produced every year.

(iv)

Water required for fire fighting in coal 45,000 litres/day/million tonnes of coal produced every year.

(v)

Allowance for loss and wastage, 10% of sum of / (i) + (ii) + (iii) + (iv) /

b(2)

For Other Requirements

(i)

Washery - 500 litres/tonne/day of Raw Coal

(ii)

Stowing - 1000 litres per m3 of sand stowed.

(c) EFFECT OF POPULATION ON RATE OF CONSUMPTION ___________________________________________________________ POPULATION Per capita consumption in lpcd *____________ Community without sewage Community with sewage ___________________________________________________________ 1000 - 5000 60 80 5000 - 20000 80 100 20000 - 50000 100 120 50000 - 200000 160 160 Over 200000 ** ** ___________________________________________________________ * With maximum permissible variation of 20%. ** Industrial plus commercial uses including air conditioning or 180 lpcd whichever is greater.

(d) WATER SUPPLY REQUIREMENTS FOR PUBLIC BUILDINGS CMPDI, RI-IV, Nagpur

39

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

OTHER THAN RESIDENCES : (AS PER IS 1172-1983) _________________________________________________________________ Sl.No. Type of Building Consumption per day litre __________________________________________________________________ 1. (a) Factories where bathrooms are required to be provided

45 per head

(b) Factories where no bathrooms are required to be provided

30 per head

2. Hospitals (including laundry) per bed (a) No. of beds not exceeding 100

340

(b) No. of beds exceeding 100

455

3. Nurses homes and medical quarters

135 per bed

4. Hostels

135 per bed

5. Offices

45 per head

6. Restaurants (per seat)

70

7. Hotels (per bed)

180

8. Cinemas, concert halls and theatres (per seat)

15

9. Schools (a) Day Schools

45 per head

(b) Boarding Schools 135 per head __________________________________________________________________ Reference :

Civil Engineer's Reference Manual, Nov.1983 of Technical Publication Wing, CMPDI, Ranchi.

RATE AND QUANTITY NORMS FOR VARIOUS ITEMS USED IN WATER SUPPLY SCHEME CMPDI, RI-IV, Nagpur 40

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

______________________________________________________________________ S.No. Particulars Quantity Rate Per Remarks _______________________________________________________________________ 1.

Intake well and raw water 8 hrs. pump houses with suitable raw water raw water drawal arrangement Pumping rate

0.17

Litre

2.

Raw water boosting pump (centrifugal type) HP

-

Market

3.

Water rising main

-

As per Annexure

4.

New water treatment plant with aerator, chemical house, clarifloculator, rapid gravity filter, chlorinator etc.

-

0.28

5.

Ground water reservoir after treatment plant (for storage of clear water)

6.

Pressurized type water treatment plant.

7.

Sedimentation tank

8.

Zonal storage RCC over head tank

Litre

1 1/2 hr. 0.65* Litre clear water pumping rate -

0.25

B.P.E.

B.P.E.

Litre

8 hrs. 0.65* Litre inflow rate

B.P.E.

1/3rd 1.10* Litre B.P.E. water demand _______________________________________________________________________ *Based on B.P.E. guidelines vide No.BPE/GL-017/78/COAL/Genl-11/67/149 dt.22.8.78 Note : 1. For clear water distribution system the total length of the pipe may be taken as 100% of the length of colony road if actual required length is not known and to be distributed as follows: For 80mm dia. Pipe – 50% of length of road For 50mm dia. Pipe – 25% of length of road For 40mm dia. Pipe – 25% of length of road 2. For industrial water distribution system, the length of the pipe depends on the requirement. 3. For electrical installation & instruments, tools, a provision may be made on L.S. basis i.e. 5% of the total provision.

CMPDI, RI-IV, Nagpur

ANNEXURE 41

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR RATES OF PIPE PER METRE A.

CAST IRON PIPES

Sl. Size in No. mm

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

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000 1100 1200

Size in Inch

3 4 5 6 8 10 12 14 16 18 20 24 28 30 32 36 40 44 48

B.

G.I. PIPES

Sl.No

Size in mm

Rates of Class centrally cast (spun) iron pipe in Rs. 62.70 78.70 101.75 124.06 179.25 240.80 307.60 387.50 468.75 569.80 659.75 882.90 1080.65 1227.60 1322.50 1582.80 1853.20 2165.60 2481.00

1 20 2 25 3 40 4 50 5 65 Reference – CPWD – 1974 DSOR N.B.

Rates of Class Rates of A s/s vert cast double iron pipe in flanged pipe Rs. class A in Rs. 74.95 68.25 93.25 88.80 119.40 113.75 147.36 143.45 212.20 204.65 285.90 278.30 365.95 357.85 458.70 449.25 559.75 563.70 682.50 677.95 784.55 795.80 1051.85 1049.75 1307.50 1409.75 1485.00 1418.10 1609.80 1553.90 1913.70 1843.50 2242.75 2150.70 2619.65 2530.70 3001.15 3296.00

Remarks

Rae per m 12.25 20.00 26.25 44.90 69.65

Rates are based on cost index 100 at Delhi as on 1.10.76

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED CMPDI, RI-IV, Nagpur 42

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003 RI.IV, NAGPUR

HYDRAULIC TABLES FOR FLOW OF WATER IN PIPES BASED ON HAZEN & WILLIAMS FORMULA Hazen-William Formula V Where V C m

i

=

0.85 C m 0.63 i 0.54

= = = =

Velocity in pipe in metres per second Constant depending upon roughness of the pipe Hydraulic radius of the pipe in metre A/P where A = Cross section Area of Pipe P = Wetted perimeter

(1)

For a pipe running full, A/P = (/4)d2 = d/4 d Hydraulic gradient h/l = Frictional loss of heads per unit length of pipe

=

Now, Q =

0.003674 d 2.63 hf 0.54 lit/sec.

Where d = hf =

diameter of pipe in cm loss of head in metres per 1000 m

-

(2)

RECOMMENDED VALUE OF HAZEN AND WILLIAM’S COEFFICIENT C Conduit Material

Cast Iron Galvanised iron > 50 mm Galvanised iron 50 mm and below (used for house connections) Steel riveted joints Steel welded joints, lined with cement or bituminous enamel Steel welded joints Concrete Asbestos cement Plastic Pipes

Recommended Value of C For New Pipe For Design purposes 130 100 120 100 120 55 110 140

95 110

140 140 150 150

100 110 120 120

To determine the loss of head for any value of C, multiply the loss of head obtained by equation (2) by a value of `K’, as follows :. CMPDI, RI-IV, Nagpur 43

CIVIL ENGINEERING NORMS

Rev. No. 0 w.e.f. 1.4.2003

C

40

60

80

90

100

110

120

130

140

K

5.46

2.58

1.51

1.22

1.00

0.838 0.713 0.615 0.536

Economical velocity of flow of water in C.I. rising mains V = 0.65 m/sec. Economical dia of C.I. rising main (for 23 hours of pumping/day) d

=

4.44

Q,

where d = dia of C.I. pipe in cms.

Q

=

flow of water in litres/sec. HORSE POWER OF PUMPS IN METRIC UNITS

W.H.P.=

QH/75,

E

Efficiency of pump sets (1 HP =75 kg m/sec.) = 60%

=

1 K.W. =

BHP

=

(QH/75) x E

102 kg.m./sec. = 1.36 HP (metric) FORMULA FOR LOSS OF HEAD OF FLOW IN PIPES

hf

=

flQ2/3d5, f = 0.01 d = dia of pipe in metres., Q = flow in m3/sec.

hf

=

Or 100 LQ2/3d5 = 33.33 LQ2/d5

Where Q

=

flow in litres/sec.

d

=

diameter of pipe in cm.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED CMPDI, RI-IV, Nagpur 44

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DIAMETER OF PIPE 80mm, C = 100 Discharge Q Litre/min 38 57 76 96 114 133 151 189 227 265 303 341 379 454 530 606 681 757 833 909 984 1060 1136

Velocity V Metres/sec. 0.137 0.207 0.277 0.345 0.415 0.485 0.555 0.692 0.829 0.970 1.107 1.347 1.384 1.662 1.936 2.214 2.491 2.768 3.046 3.320 3.598 3.875 4.153

Loss of head hf Metres/1000 m 0.55 1.17 2.00 3.02 4.23 5.62 7.04 10.75 15.20 20.13 25.79 32.10 38.91 54.51 72.59 93.01 115.30 140.40 167.50 196.90 228.00 261.60 297.50

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 100 mm, C = 100 : ________________________________________________________________ Discharge Q Velocity V Loss of head hf litre/min. metres/sec. metres/1000 m. ________________________________________________________________

76 0.155 0.62 95 0.195 0.94 111 0.235 1.32 133 0.271 1.74 151 0.311 2.23 189 0.390 3.39 227 0.466 4.72 265 0.545 6.30 303 0.622 8.10 341 0.701 10.00 379 0.777 12.20 454 0.932 17.10 530 1.086 22.80 606 1.244 29.10 681 1.402 36.10 757 1.557 44.00 833 1.713 52 909 1.869 62 984 2.024 72 1060 2.179 82 1136 2.334 93 1211 2.493 105 1287 2.645 117 1363 2.801 131 1514 3.112 160 1703 3.502 198 1893 3.893 240 ________________________________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 125 mm, C = 100 : ___________________________________________________ Discharge Q Velocity V Loss of head hf litre/min. metres/sec. metres/1000 m. ___________________________________________________ 114 151 189 227 265 303 341 379 454 530 606 681 757 833 909 984 1060 1136 1211 1325 1514 1703 1893 2082 2271 2461 2650 2839 3082

0.149 0.198 0.250 0.299 0.347 0.399 0.448 0.497 0.597 0.698 0.795 0.896 0.996 1.094 1.194 1.295 1.396 1.494 1.594 1.743 1.993 2.240 2.490 2.740 2.987 3.237 3.487 3.737 3.983

0.44 0.75 1.13 1.59 2.12 2.71 3.39 4.11 5.80 7.60 9.80 12.20 14.80 17.70 20.80 24.10 27.70 31.40 35.40 41.90 54.00 67.00 81.00 96.00 113.00 132.00 151.00 172.00 194.00

____________________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 150 mm, C = 100 : ______________________________________________ Discharge Q Velocity V Loss of head hf litre/sec. metres/sec. metres/1000 m. ______________________________________________ 2.19 0.12 0.24 2.63 0.14 0.33 3.07 0.17 0.44 3.51 0.19 0.57 3.94 0.22 0.71 4.38 0.24 0.86 4.82 0.27 1.03 5.26 0.29 1.21 6.13 0.34 1.62 7.01 0.38 2.06 7.87 0.43 2.50 8.76 0.48 3.10 9.64 0.53 3.71 10.51 0.58 4.35 11.39 0.63 5.00 12.27 0.67 5.80 13.14 0.72 6.60 15.32 0.84 8.80 17.53 0.96 11.30 19.71 1.08 14.00 21.92 1.20 16.90 24.10 1.32 20.10 26.28 1.44 23.80 28.49 1.56 27.50 30.67 1.68 31.60 35.06 1.92 40.40 39.42 2.16 50.00 43.80 2.40 61.00 48.19 2.64 73.00 52.58 2.88 86.00 ______________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 200 mm, C = 100 : _______________________________________________ Discharge Q Velocity V Loss of head hf litre/sec. metres/sec. metres/1000 m. _______________________________________________ 8.76 0.27 0.77 9.64 0.30 0.92 10.51 0.32 1.07 11.39 0.35 1.25 12.27 0.387 1.43 13.14 0.41 1.62 14.02 0.43 1.84 14.89 0.46 2.05 15.77 0.49 2.28 16.65 0.51 2.51 17.53 0.54 2.76 19.71 0.61 3.43 21.92 0.68 4.18 24.10 0.74 5.00 26.28 0.81 5.90 28.49 0.88 6.80 30.67 0.95 7.80 32.85 1.01 8.80 35.06 1.08 9.90 39.42 1.22 12.40 43.81 1.35 15.10 48.19 1.49 18.00 52.58 1.64 21.00 56.94 1.76 24.50 61.33 1.89 28.10 65.72 2.03 31.80 70.11 2.16 35.80 78.86 2.43 44.20 87.61 2.70 54.00 96.39 2.76 65.00 105.14 3.01 77.00 113.15 3.26 89.00 __________________________________________

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DIAMETER OF PIPE 250 mm, C = 100 : ___________________________________________ Discharge Q Velocity V Loss of head hf litre/sec. metres/sec. metres/1000 m. ___________________________________________ 13.14 0.26 0.55 14.02 0.28 0.62 14.89 0.29 0.69 15.77 0.31 0.77 16.65 0.33 0.85 17.63 0.34 0.93 19.71 0.39 1.16 21.92 0.43 1.41 24.10 0.48 1.68 26.23 0.52 1.97 28.49 0.56 2.29 30.67 0.61 2.64 32.85 0.65 3.00 35.06 0.69 3.38 39.42 0.78 4.18 43.81 0.87 5.10 48.19 0.95 6.10 52.58 1.04 7.10 56.94 1.12 8.30 61.33 1.21 9.59 65.72 1.30 10.80 70.11 1.38 12.20 78.86 1.56 15.10 87.61 1.73 18.40 96.39 1.90 21.80 105.14 2.08 25.50 113.15 2.25 29.90 122.70 2.42 34.00 131.40 2.59 38.60 140.30 2.77 43.80 148.90 2.94 49.00 157.80 3.11 54.00 166.50 3.29 60.00 175.20 3.46 66.00 197.10 3.87 83.00 ________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 300 mm, C = 100 : __________________________________________ Discharge Q Velocity V Loss of head hf litre/sec. metres/sec. metres/1000 m. ___________________________________________ 4.38 0.061 0.03 8.76 0.119 0.11 13.14 0.180 0.22 17.53 0.241 0.38 21.92 0.302 0.58 26.28 0.360 0.81 30.67 0.421 1.08 35.06 0.481 1.38 35.42 0.540 1.72 43.81 0.600 2.10 48.19 0.662 2.50 52.58 0.720 2.94 56.94 0.781 3.40 61.33 0.842 3.90 65.72 0.903 4.43 70.11 0.960 5.00 74.50 1.021 5.60 78.86 1.082 6.20 83.26 1.140 6.90 87.61 1.201 7.60 96.39 1.320 9.00 105.14 1.442 10.50 113.15 1.560 12.30 122.70 1.683 14.10 131.40 1.802 16.00 153.20 2.101 21.30 175.00 2.403 27.00 197.10 2.704 33.60 219.20 3.003 41.00 241.00 3.305 49.40 262.80 3.604 58.00 306.70 4.204 77.00 350.50 4.805 99.00 394.20 5.406 122.00 438.10 6.606 150.00 _______________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 350 mm, C = 100 : ____________________________________________ Discharge Q Velocity V Loss of head hf Litre/sec. metres/sec. metres/1000 m. _____________________________________________ 4.38 0.046 0.014 8.76 0.088 0.05 13.14 0.131 0.107 17.53 0.177 0.182 21.92 0.220 0.275 26.28 0.265 0.388 30.67 0.308 0.52 35.06 0.354 0.66 35.42 0.396 0.82 43.81 0.442 1.00 48.19 0.485 1.18 52.58 0.527 1.38 56.94 0.573 1.62 61.33 0.616 1.85 65.72 0.662 2.10 70.11 0.704 2.37 74.50 0.750 2.65 78.86 0.793 2.93 83.26 0.838 3.24 87.61 0.884 3.57 96.39 0.970 4.28 105.14 1.061 5.00 113.15 1.146 5.80 122.70 1.235 6.70 131.40 1.326 7.60 153.20 1.546 10.10 175.00 1.705 12.90 197.10 1.985 16.10 219.20 2.207 19.50 241.00 2.427 23.20 262.80 2.646 27.30 306.70 3.036 36.50 350.50 3.531 46.40 394.20 3.970 58.00 438.10 4.415 70.00 _____________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 400 mm, C = 100 : _____________________________________________ Discharge Q Velocity V Loss of head hf litre/sec. metres/sec. metres/1000 m. _____________________________________________ 8.76 0.067 0.026 17.53 0.134 0.095 26.28 0.201 0.201 35.06 0.271 0.340 43.81 0.338 0.32 52.58 0.406 0.72 61.33 0.473 0.96 70.11 0.540 1.23 78.86 0.607 1.53 87.61 0.677 1.87 96.39 0.744 2.22 105.14 0.811 2.62 113.15 0.878 3.03 122.70 0.945 3.49 131.40 1.013 3.98 140.30 1.082 4.46 148.90 1.149 4.59 157.80 1.217 5.60 166.50 1.284 6.20 175.00 1.351 6.80 197.10 1.521 8.40 219.20 1.689 10.20 241.00 1.857 12.20 262.80 2.028 14.30 284.90 2.195 16.60 306.70 2.366 19.00 328.51 2.534 21.70 350.50 2.701 24.20 394.20 3.040 30.20 438.10 3.378 36.80 481.90 3.717 44.00 525.90 4.055 52.00 569.60 4.391 60.00 613.50 4.729 68.00 656.40 5.067 78.00 _____________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 450 mm, C = 100 : _______________________________________________ Discharge Q Velocity V Loss of head hf litre/sec. metres/sec. metres/1000 m. _______________________________________________ 8.76 0.052 0.015 17.53 0.107 0.053 26.22 0.160 0.113 35.06 0.213 0.193 43.81 0.268 0.291 52.53 0.320 0.409 61.33 0.372 0.54 70.11 0.427 0.69 78.86 0.479 0.86 87.61 0.533 1.05 96.39 0.588 1.25 105.14 0.640 1.47 113.15 0.695 1.71 122.70 0.747 1.96 131.40 0.802 2.23 153.20 0.936 2.96 175.00 1.067 3.79 197.10 1.201 4.71 219.20 1.335 5.70 241.00 1.473 6.80 262.80 1.600 8.00 284.90 1.738 9.30 306.70 1.869 10.70 328.51 2.003 12.20 350.50 2.137 13.60 372.40 2.272 15.30 394.20 2.409 17.00 416.20 2.540 18.80 438.10 2.671 20.80 481.90 2.942 24.60 525.90 3.201 29.00 613.50 3.750 38.80 701.30 4.269 49.40 778.60 4.817 61.00 876.60 5.336 74.00 _____________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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DIAMETER OF PIPE 500 mm, C = 100 : _____________________________________________ Discharge Q Velocity V Loss of head hf litre/sec. metres/sec. metres/1000 m. _____________________________________________ 17.53 0.085 0.032 26.28 0.131 0.068 35.06 0.174 0.115 43.81 0.216 0.174 52.58 0.259 0.243 61.33 0.302 0.326 70.11 0.344 0.416 78.86 0.390 0.52 87.61 0.433 0.63 109.60 0.540 0.95 131.40 0.649 1.33 153.20 0.756 1.78 175.00 0.866 2.28 197.10 0.973 2.83 219.20 1.082 3.43 241.00 1.189 4.09 262.80 1.300 4.81 284.90 1.406 5.60 306.70 1.512 6.40 328.51 1.622 7.30 350.50 1.789 8.20 372.40 1.838 9.20 394.20 1.945 10.20 416.20 2.055 11.30 438.10 2.162 12.40 481.90 2.378 14.80 525.90 2.595 17.40 569.60 2.811 20.10 613.50 3.028 23.10 657.31 3.244 26.20 701.30 3.461 29.60 744.90 3.667 33.10 778.60 3.894 36.80 832.60 4.107 40.70 876.60 4.323 44.80 _____________________________________________

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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NORMS FOR SEWAGE DISPOSAL SCHEME

(A) COLONY Cost of Sewage Disposal scheme per house at Cost Index 100 at Delhi as on 1.10.76.

=

Rs.750/-

=

5% of the total cost of Service Buildings

(B) SERVICE BUILDINGS Cost of Sewage disposal scheme

Ref :- As Conveyed by DY.CE(C), RI-IV, vide letter No. RIN/CE-82/85/282 dt.14.2.85 to Addl.CE(PHE), CMPDI, Ranchi.

CMPDI, RI-IV, Nagpur

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CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR NORMS FOR EXTRA PROVISIONS TO BE MADE IN THE ESTIMATES FOR CIVIL WORKS

1.

Provision for contingencies In the estimates for civil works in Public sector undertakings

=

3% of the estimated cost

Ref :- BPE guidelines vide BPE No.1165-Adv(c)/Circ-37/68 dt.1.6.1968

2.

Works Contract Tax on Construction i.e. Sales Tax =

A flat rate of tax of 2% of the total contract value of the Construction Contract i.e. 2% of the estimated cost for Civil works.

Ref :- Maharashtra Act 17 of 1999 (w.e.f. 6.2.1999)

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED CMPDI, RI-IV, Nagpur

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NORMS FOR CONSTRUCTION MANPOWER

1. Construction Manpower __________________________________________________________________ Sl. Work load Manpower Remarks No. per year __________________________________ at CI 100 Dy.CE S.E Sr.EE/ A.E. E.A (1.10.76) EE Overseer __________________________________________________________________ 1.

Rs.15 lakhs

-

-

-

1

2

2.

Rs.30 lakhs

-

-

1

2

4

3.

Rs.60 lakhs

-

1

2

4

6

4.

Rs.100 lakhs 1 2 4 8 10 and above __________________________________________________________________

NOTE:

These norms were finalised by Civil Engg. Deptt. of RI.IV in consultation with WCL and made applicable w.e.f. 9.3.1984.

CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR CMPDI, RI-IV, Nagpur

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LAND REQUIREMENT NORMS (A) FOR SERVICE BUILDINGS 1.

Take 4 times the plinth area of all the service buildings except the workshop and stores, as open space.

2.

Take the premises of the stores as land area.

3.

Take the premises of the workshop as the land area.

4.

Add item 1, 2 and 3, which will give the open space for service buildings.

5.

Add the plinth area of all the service buildings, except stores and workshop to item No.4.

6.

The land area vide item No.5 above will be the land requirement for service buildings, except the area required for circulation, which may be taken as 25% of item No.5 above.

7.

Add item No.5 and 6 to give the total land area required for the service buildings.

(B) FOR MAGAZINE, ROADS & SIDING 1.

Magazine ..................... As per table (ANNEXURE-M)

2.

Roads : a) b) c)

3.

Approach road (Single lane) Length x 16 m2 Approach road (Double lane) Length x 24 m2 Colony Road ......... (included in Item-C below)

Siding : a) For single track .......... Length x 15 m2 b) For double track .......... Length x 20 m2

(C) FOR TOWNSHIP ________________________________________________________________ Storey Gross density Remarks per Acre ________________________________________________________________ 1 10-15 BPE norms modified and adopted by CMPDI for project planning (circulated vide letter No. 2 15-20 CMPDI/PSC/Norms/32/1906 dated July 1983 by Project Scrutiny Cell of CMPDI HQ, Ranchi). 3 20-25 (D) Extra provision should be made for : non-buildable land.

(See Annexure-L).

ANNEXURE-L CMPDI, RI-IV, Nagpur

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SPACE STANDARDS AND RESIDENTIAL DENSITIES FOR TOWNSHIPS OF PUBLIC ENTERPRISES (Ref : BPE/GL-028/76/(Cons/Adv(c)/Genl-70/69/BPE(C)/138 dt.2.7.76) I.

PLANNING UNITS OF A TOWNSHIP

Level (a) Cluster (b) Neighbourhood

No. of dwelling units 250 (1250 population) 1000 (5000 population)

(c) Sector

3000 (15000 population)

Amenities to be provided Tot-lots and nursery school Primary school, Playfields, parks and convenient shopping Higher secondary school parks, play fields, health center, shopping, cultural, etc.

II.

SPACE STANDARDS FOR AMENTITIES AT DIFFERENT LEVELS OF PLANNING UNITS IN A TOWNSHIP

(i)

At Neighbourhood level for 1000 houses (5000 population)

Sl.No. 1. 2. 3.

(ii) Sl.No. 1. 2. 3. 4. 5. 6.

(iii)

Amenity Primary cum Nursery school Parks and Playground Convenient shopping Total

Area (Hectares) 0.81-1.00 (2.0-2.5 Acres) 0.65-1.28 (1.6-3.0 Acres) 0.16-0.20 (0.4-0.5 Acres) 1.62-2.48 (4.0-6.0 Acres)

At Sector level for 3000 houses (15000 population) Amenity Higher Secondary School Health Centre-1 Shopping – 1 Parks and Open Space Community Centre-1 Miscellaneous Total

Area (Hectares) 3.24-4.05 (8.0-10.0 Acres) 0.40-0.61(1.0-1.5 Acres) 0.40-0.61 (1.0-1.5 Acres) 3.24-4.05 (8.0-10.0 Acres) 0.81-1.00 (2.0-2.5 Acres) 0.81-1.00 (2.0-2.5 Acres) 8.90-11.32 (22.0-0.28.0 Acres)

At Town Level :

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(a) For towns upto 1000 houses (5000 population) Sl.No. 1. 2. 3. 4. 5. 6.

(b) 1. 2. 3. 4. 5.

Amenity Higher Secondary School Hospital-1 Open space Shopping Community Centre Miscellaneous Total

Area (Hectares) 2.02-2.42 (5.0-6.0 Acres) 0.81-1.21 (2.0-3.0 Acres) 2.02-2.42 (5.0-6.0 Acres) 0.40-0.61 (1.0-1.5 Acres) 0.61-0.81 (1.5-2.0 Acres) 0.20-0.61 (0.5-1.5 Acres) 6.06-8.08 (15.0-20.0 Acres)

For towns from 1000-3000 houses (5000 to 15000 population) Sl.No. Amenity Area (Hectares) Higher Secondary School 4.05-6.07 (10.0-15.0 Acres) Hospital – 1 2.02-2.42 (5.0-6.0 Acres) Shopping 1.21-1.62 (3.0-4.0 Acres) Open space 3.24-4.05 (8.0-10.0 Acres) Community Centre 1.62-2.02 (4.0-5.0 Acres) Total 12.14-16.18 (30.0 –40.0 Acres)

(c) For towns from 3000 to 12000 houses (15000 to 60000 population) Sl.No. Amenity Area (Hectares) 1. Education – 1 4.05-6.07 (10.0-15.0 Acres) 2. Hospital – 1 3.24-4.05 (8.0-10.0 Acres) 3. Shopping 3.24-4.05 (8.0-10.0 Acres) 4. Open space and play ground 12.14-16.19 (30-40 Acres) 5. Community Centre 6.07-8.08 (15-20 Acres) 6. Miscellaneous 6.07-10.12 (15-25 Acres) Total 34.81- 48.56 (86.120 Acres) (d) For towns above 12000 houses (60000 population) Sl.No. Amenity Area (Hectares) 1. Education – 1 6.07 –8.09 (15-20 Acres) 2. Hospital – 1 8.09-14.16 (20-35 Acres) 3. Shopping 14.16-16.19 (35-40 Acres) 4. Recreational – 1 101.17-121.41 (250-300 Acres) 5. Cultural 20.23-24.28 (50-60 Acres) 6. Miscellaneous 30.35-40.47 (75-100 Acres) Total 180.07-224.60 (445-555 Acres) Note : Standards for areas for town level amenities given at (a), (b), (c) & (d) above are for townships with maximum size in each range. For smaller towns, suitable reductions in these area may be made.

III. DENSITIES (NO.OF DWELLINGS PER HECTARE) CMPDI, RI-IV, Nagpur

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AT DIFFERENT LEVELS IN A TOWNSHIP (i)

At Cluster level :

No. of storeyes 2 3 4

(ii)

Dwelling per Hectare 82-106 (33-43 per acre) 106-131 (43-53 per acre) 131-156 (53-63 per acre)

Remarks The areas for the purpose of calculating the cluster density (net residential density) would comprise of site covered by the buildings and incidental open spaces, lots, access ways and path ways.

At Neighbourhood level :

No. of storeyes 2 3 4

Dwelling per Hectare 54-74 (22-30 per acre) 69-89 (28-36 per acre) 89-109 (36-44 per acre)

Remarks The areas for the purpose of gross residential density at neighbourhood level would include all internal roads, amenities at the neighbourhood level plus half the area of peripheral roads

LAND USE PATTERN AT NEIGHBOURHOOD LEVEL Use (a) Net residential area (Housing cluster) (b) Amenities (c) Circulation Total (iii)

Percentage 65-70 18-15 17-15 100

At Sector level :

No. of storeyes 2 3 4

CMPDI, RI-IV, Nagpur

Dwelling per Hectare 44-64 (18-26 per acre) 54-74 (22-30 per acre) 69-89 (28-36 per acre)

Remarks The areas for the purpose of gross residential density at sector level would include all internal roads, amenities at the neighbourhood/secor level plus half the area of peripheral roads

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Land Use Pattern at Sector level Use (a) Residential area (b) Amenities (c) Roads Total (iv)

Percentage 55-60 25-22 20-18 100

At Town Level

No.of storeys

Town upto 3000 houses

2

37-54 (15-22 per Acre)

Town having 3000-12000 houses 37-49 (15-20 per Acre)

3

49-67 (20-27 per Acre)

49-62 (20-25 per Acre)

4

62-79 (25-32 per Acre)

62-74 (25-30 per Acre)

Range 37-62 Recommended (15-25 per Acre)

37-62 (15-25 per Acre)

CMPDI, RI-IV, Nagpur

Towns having more than 12000 houses 35-49 (14-20 per Acre) 44-62 (18-25 per Acre) 54-72 (22-29 per Acre) 35-62 (14-25 per Acre)

Remarks

Township density is based on the entire developed area of the township

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LAND USE PATTERN AT TOWN LEVEL PERCENTAGE S OF GROSS TOWN AREA

Towns upto 3000 houses

Towns having 300012000 houses

(a) Residential

50-55

45-50

Towns having more than 12000 houses 40-45

(b) Town amenities

30-27

33-30

40-30

(c) Circulation

20-18

22-20

20-25

Total

100

100

100

(Ref : No.BPE/GL-028/76/(Cons/Adv(c)/Genl-70/69/BPE(C)/138 dated 2nd July 1976)

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APPENDIX – A.2 CMPDI, RI-IV, Nagpur

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PROJECT REPORT OF___________ SUMMARY OF ESTIMATED PHASED CAPITAL INVESTMENT ON CIVIL WORKS (AT COST INDEX IN ( HALF)

Sl. No.

Particulars

1. A. B.

Service Buildings Residential Buildings Sub Total

2. A.

Approach road to Project & Colony Colony roads Haul roads Approach road to Service Buildings Diversion of roads if any Sub-Total

App. A.8.2.1

Colony Water Supply Colony Sewerage Industrial Water Supply Industrial Sewerage Sub-Total

App. A.8.3.1 App. A.8.3.2 App. A.8.3.3 App. A.8.3.4 App. A.8.3.

B. C. D. E.

3.A. B. C. D.

Total Capital Provision

(Amount in Rs’000) Year wise Phasing of Capital Reference Provision I II III IV V Yr. Yr. Yr. Yr. Yr. App. A.2.1 App. A.2.2

App. A.8.2.2 App. A.8.2.3 App. A.8.2.4 App. A.8.2.5 App. A.8.2

GRAND TOTAL

APPENDIX – A.2.1 CMPDI, RI-IV, Nagpur

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PROJECT REPORT OF__________ STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON SERVICE BUILDINGS OF PERMANENT/TEMPORARY SPECIFICATIONS (AT COST INDEX Sl. Particulars No.

1 A.

IN

Number

2

3

(

Plinth Area (Sqm) 4

HALF) (Rate & Cost in Rs. `000s) Unit Rate Cost at Remarks At C.I.100 C.I….. (at Nagpur as on 1.1.92) 5 6 7

OFFICE 1. 2. 3. etc SUB-TOTAL (A) :

B.

EXCAVATION WORKSHOP 1. 2. 3. etc SUB-TOTAL (B) :

C.

E&M WORKSHOP 1. 2. 3. etc SUB-TOTAL (C) :

D.

DOZER REPAIR SHED (AT MINE END) 1. 2. 3. etc SUB-TOTAL (D) :

E.

STORES 1. 2. 3. etc SUB-TOTAL (E) :

Appendix-A.2.1 contd….

CMPDI, RI-IV, Nagpur

(Rate & Cost in Rs. `000s) 69

CIVIL ENGINEERING NORMS

Sl. Particulars No.

1 F

2 SUB-STATION 1. 2. 3. etc SUB-TOTAL (F) :

G. 1. 2.

EXPLOSIVE MAGAZINE Building Barbed wire Fencing with gate SUB-TOTAL (G) :

H. 1. 2. 3. 4.

STATUTORY BUILDINGS Canteen( seater) First Aid Centre Rest Shelter Training Centre/Group Training Centre Lavatories & Urinals Security Room Garage Scooter/Cycle Shed Peripheral barbed wire fencing Cap. Lamp Room ( lamps) ETC SUB-TOTAL (H)

5. 6. 7. 8. 9. 10. 11.

I. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

Rev. No. 0 w.e.f. 1.4.2003 Number

Plinth Area (Sqm)

3

4

Unit Rate At C.I.100 (at Nagpur as on 1.1.92) 5

Cost at C.I…..

Remarks

6

7

COMMUNITY BUILDING Dispensary/11 Bedded Hospital Worker’s Institute Shopping Centre Primary School Senior Club (Officer’s Club) Officer’s Rest House Staff Rest House Post Office Bus Stops ETC SUB-TOTAL (I) Appendix-A.2.1 contd….

CMPDI, RI-IV, Nagpur

(Rate & Cost in Rs. `000s) 70

CIVIL ENGINEERING NORMS

Sl. No.

1 J. 1. 2. 3. 4. 5. 6. K 1. 2. 3.

L M

Particulars

2 OTHER BUILDINGS Haulage Engine House Fan House CDS Control Room Sampling Laboratory Civil Maintenance ETC. SUB TOTAL (J) ADDITIONAL PROVISION Soil Investigation Land Development i) Extra provision for foundation in poor/BC soil for all buildings other than boundary wall, Barbed wire fencing, garage, cycle shed, washing platform/ramp/station, ground water tanks/reservoir, waste oil tank, structural yard, pump house, pavements, etc. ii) For boundary wall, barbed wire fencing, garage, cycle shed, washing platform/ ramp/ station/, ground water tanks/ reservoir, waste oil tank, structural yard, pump house, pavements, etc. @ 10% of cost SUB TOTAL (K) TOTAL : Contingencies 3% Total : Tax on works contract @ 2% GRAND TOTAL

Rev. No. 0 w.e.f. 1.4.2003 Number

Plinth Area (Sqm)

3

4

Unit Rate at C.I.100 (at Nagpur as on 1.1.92) 5

Cost at C.I…

Remarks

6

7

APPENDIX – A.2.2 CMPDI, RI-IV, Nagpur

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PROJECT REPORT OF_____________ STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON RESIDENTIAL BUILDINGS OF PERMANENT/TEMPORARY SPECIFICATIONS (AT COST INDEX

Sl. Category/Scale No.

Type of Qtrs.

1 1.

3 MQ (D/S) A (D/S) B (D/S)

2. 3.

4. 5. 6. 7. 8.

9. 10. 11. 12. 13.

2 Cat.I to VI & Grade B, C, D & E Rs.3384-4464 to 34574663 Rs.3506-4856 to Rs.6000-8400, Gr.A & Spl. Rs.8600-14600 to Rs.17500-22300 18500-23900 & above

IN

(

HALF)

(Unit cost and total cost in Rs. `000s) No.of % of Qtrs. Unit Cost Total Rempersons satisRequ- at C.I.100 Cost arks faction ired (at at Nagpur C.I. as on 1.1.92) 4 5 6 7 8

C (D/S) D (S/S)

Hostel Type Accommodation (S/S) Boundary Wall with Gate (if any) Provision for land development & horticulture Sub-Total Contingencies – 3% Total Tax on works contract @ 2% GRAND TOTAL

Housing satisfaction =

D/S = Double Storey S/S = Single Storey

Note: 1) Unit cost of `C’ type quarter includes for cost of half garage. 2) About 20% of type quarters have been considered for Hostel Type accommodation. APPENDIX – A.2.3 CMPDI, RI-IV, Nagpur

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CENTRAL MINE PLANNING & DESING INSTITUTE LIMITED RI-IV, NAGPUR

PROJECT REPORT OF________________ STATEMENT SHOWING BUILDINGS COST INDEX______ IN____ (____HALF) (With Reference to 100 base at Nagpur as on 1.1.92) Sl. Description No.

Unit

1 1.

2 Bricks

2.

Sand (67% coarse 33% fine) Cement Stone aggregate (50%-40mm, 50%20mm) Timber (second class teak & local timber) Steel (mild/tor/structural) a) Mason (50% First class) (50% Second class)

3 1000 Nos. Cum. 21.92

3. 4.

5. 6. 7.

b) Carpenter (50% First class) (50% Second class) c) Coolie/Beldar/ Unskilled

Rates of New Delhi as on 1.10.76 corresponding to base 100 (in Rs.) 4 106.15

Rates at areas (in Rs.)

Ratio Weigh- Cost Re between tage Index mar Col.4 & (Col.6 ks Col.5 x (Col.5/4) Col.7)

5

6

7 16.00

21.00 6.50

Cum. 2021.00

18.00

Qtl.

10.00

Each 9.89 (Rate per day) Each 9.89 (Rate per day) Each 4.41 (Rate per day)

TOTAL

9

5.00

Qtl. 35.28 Cum. 27.10

183.00

8

8.50

4.00

11.00

100.00

Total Cost Index

Note: Base at 100 at Nagpur as on 1.1.92 is equal to cost index 600 w.r.t. 100 base at Delhi as on 1.10.76. APPENDIX – A.2.4 PROJECT REPORT OF _________________ CMPDI, RI-IV, Nagpur

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STATEMENT SHOWING UNIT COSTS OF RESIDENTIAL BUILDINGS (Amount in Rs. '000) 1. A.

(i)

MINERS QUARTERS : (DOUBLE STOREYED) Plinth Area = 40.43 m2 Circulation Area = 5.00 m2 Sitting-Out-Balcony = 2.80 m2 ----------Total Area = 48.23 m2 ----------Unit cost for Miners Quarters at Nagpur at Cost Index 100

= 81.00

(ii)

Extra for foundation in B.C/Poor Soil (Rs.2100 x 6)

= 12.60

(iii)

Extra for Anti-Termite Treatment (Rs.4.50 x 6 per sqm.)

=

(iv)

Provision for additional facilities

= 3.30 -----= -----= ------

Total Unit cost at Nagpur at CI 100 1. B. +

MINERS QUARTERS : (SINGLE STOREYED) Plinth Area

(i)

= 40.43 m2

Unit cost for Miners Quarters at Nagpur at Cost Index 100

= 68.00

(ii)

Extra for foundation in B.C/Poor Soil (Rs.2100 x 6)

= 12.60

(iii)

Extra for Anti-Termite Treatment (Rs.9.00 x 6 per sqm.)

=

(iv)

Provision for additional facilities Total Unit cost at Nagpur at CI 100

= 3.30 -----= -----= -----Appendix-A.2.4 contd…. (Amount in Rs. '000)

CMPDI, RI-IV, Nagpur

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2.

Rev. No. 0 w.e.f. 1.4.2003

TYPE 'B'QUARTERS

(Double Storeyed)

Plinth Area Circulation Area Sitting-Out-Balcony

= 56.00 m2 = 5.00 m2 = 2.80 m2 ----------= 63.80 m2 -----------

Total Area

(i) Basic building rate at Nagpur (Per m2) (Rs.260 x 6)

=

(ii) Internal water supply & sanitary installation @ 12.5% of basic building rate

= 0.20

(iii) Internal Electrification @ 10% of building rate

= 0.16

(iv) External Service Connection @ 5% of building rate

= 0.08

(v) Extra for foundations in Poor/B.C.Soil (with under reamed piles upto 6m long) @ Rs.68 x 6 per sqm) Or Extra for foundation in poor soil having bearing capacity less than 10 t per sqm. (Rs.15 x 6 per sqm.)

=

(vi) Extra for anti-Termite Treatment (Rs.4.50 x 6 per Sqm.) Total

1.56

= -----------

Unit cost at Nagpur at CI 100 ------3.

(A) TYPE 'C' QUARTERS

(Double Storeyed)

Plinth Area Circulation Area Sitting-Out-Balcony

= 84.00 m2 = 5.00 m2 = 3.90 m2 ----------= 92.90 m2 -----------

Total Area

Appendix-A.2.4 contd…. (Amount in Rs. '000) CMPDI, RI-IV, Nagpur

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(i) Basic building rate at Nagpur (Per m2) (Rs.260 x 6)

= 1.56

(ii) Internal water supply & sanitary installation @ 12.5% of building rate

= 0.20

(iii) Internal Electrification @ 12.5% of building rate

= 0.20

(iv) External Service Connection @ 5% of building rate

= 0.08

(v) Extra for foundations in Poor/B.C. Soil (With under reamed piles upto 6m depth @ Rs.68 x 6 per sqm.) Or Extra for foundation in poor soil having bearing capacity less than 10 t per sqm. (Rs.15 x 6 per sqm.)

=

(vi) Extra for Anti-Termite Treatment (Rs.4.50 x 6 per sqm.) ---------= ---------= ----------

Total Unit cost at Nagpur at CI. 100 3.

(B) GARAGE (HALF) Plinth Area

(Single Storeyed) = 9.00 m2

(i) Basic building rate at Nagpur (Per m2) (Rs.235 x 6 per sqm)

= 1.41

(ii) Extra for foundations in Poor/B.C. Soil

= 0.09

Unit cost at Nagpur at CI 100

---------1.50 ---------= 13.50

Total of 3 (A) & 3 (B)

=

Total

Appendix-A.2.4 contd…. CMPDI, RI-IV, Nagpur

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4.

(A) TYPE 'D' QUARTERS

Plinth Area

(Single Storeyed)

= 139.00 m2

(i) Basic building rate at Nagpur (Per m2)

= 1.95

(ii) Internal water supply & sanitary installation @ 12.5% of building rate

= 0.24

(iii) Internal Electrification @ 12.5% of building rate

= 0.24

(iv) External Service Connection @ 5% of building rate

= 0.10

(v) Extra for foundations in Poor/B.C. Soil (with under-reamed piles upto 6 m depth, Rs.68 x 6 per sqm.) Or Extra for foundation in poor soil having bearing capacity less than 10 t per sqm. (Rs.15 x 6 per sqm.)

=

(vi) Extra Anti-Termite Treatment (Rs.9.00 x 6 per sqm.) ---------= ---------=

Total Unit cost at Nagpur C.I. 100 4.

(B) SERVANT'S QUARTER (Single Storeyed) Plinth Area

= 19.00 m2

(i) Basic building rate at Nagpur (Per m2) (Rs.275 x 6 per sqm.)

= 1.65

(ii) Internal water supply & sanitary installation @ 15% of building rate

= 0.25

(iii) Internal Electrification @ 10% of the building rate

= 0.17

(iv) External Service Connection @ 5% of the building rate

CMPDI, RI-IV, Nagpur

= 0.08 Appendix-A.2.4 contd…. (Amount in Rs. '000) 77

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Rev. No. 0 w.e.f. 1.4.2003

(v) Extra for foundations in Poor/B.C. Soil (Rs.15 x 6 per sqm.) (vi) Extra for Anti-Termite Treatment (Rs.9.00 x 6 per sqm.)

= 0.09 = ----------

Total ---------=

Unit cost at Nagpur at CI 100 4.

(C) GARAGE Plinth Area

= 18.00 m2

Basic building rate at Nagpur (Per m2) (Rs.235 x 6 per sqm.)

= 1.41

Extra for foundations in Poor/B.C. Soil

Unit cost at Nagpur at CI 100

= 0.09 ----------= 1.50 -----------= 27.00

Total [ 4(A), 4(B) and 4(C)]

=

Total rate/Sq.m

5.

HOSTEL TYPE ACCOMODATION (Single Storeyed) Plinth Area

= 20.00 m2

(i) Basic building rate at Nagpur (Per m2) (Rs.275 x 6 per sqm.)

= 1.65

(ii) Internal water supply & sanitary installation @ 15.% of the building rate

= 0.25

(iii) Internal Electrification @ 10.% of building rate

= 0.17

(iv) External Service Connection @ 5% of building rate

= 0.08

(v) Extra for foundations in Poor/B.C. Soil

= 0.09

(vi) Extra for Anti-Termite treatment (Rs.9.00 x 6 sqm.)

= -

Total Unit cost at Nagpur at CI 100

CMPDI, RI-IV, Nagpur

--------= --------=

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APPENDIX - A.8.2

PROJECT REPORT OF____________ SUMMARY OF ESTIMATED CAPITAL INVESTMENT ON ROADS & CULVERTS [AT COST INDEX IN ( HALF)]

(Amount in Rs.000's) __________________________________________________________________ Sl. Particulars Total Remarks No. Cost __________________________________________________________________ A.

Approach Road to Project and Colony

App. A.8.2.1

B

Colony Roads

App. A.8.2.2

C

Haul Roads

App. A.8.2.3

D

Approach Road to Service Buildings

App. A.8.2.4

E

Diversion of roads if any

App. A.8.2.5

_______________ GRAND TOTAL : ________________

APPENDIX A.8.2.1 CMPDI, RI-IV, Nagpur

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PROJECT REPORT OF______________ STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON APPROACH ROAD TO PROJECT & COLONY (AT COST INDEX ______ IN ____ (____ HALF) Sl.No. Particulars

1 1A.

2 APPROACH ROAD TO COLONY: SECTOR ROAD (STRATUM `C') 3.75 m wide with 2 m wide pucca shoulder on both sides.(SINGLE LANE)

(Rate and cost in Rs.000's) Quantity Rate at CI Cost Rem100 (At At arks Nagpur CI as on 1.1.92) …... 3 4 5 6

Specifications

1 B.

15 cm thick cobble soling over 22.5 cm moorum filling (Moorum filling incase of B.C. soil/clayey soil) . 15 cm thick WBM in 2 layers . 2.5 cm thick premix surfacing with seal coat . Pucca shoulders : 7.5 cm moorum layer over 7.5 cm stone metalling blinded with moorum.Brick edging on both sides APPROACH ROAD TO PROJECT : SECTOR ROAD (STRATUM `D') 7.5 m wide with 2 m wide cycle track on both sides (DOUBLE LANE) Specifications 22.5 cm thick cobble soling over 27.5 cm moorum filling (Moorum filling in case of BC soil/clayey soil) . 15 cm thick WBM in 2 layers . 4 cm thick premix bituminous surfacing . cycle track : 2.5 cm premix carpeting over 15 cm WBM (2 layers) blinded with moorum and brick edging on both sides Appendix-A.8.2.1 contd….

CMPDI, RI-IV, Nagpur

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(Rate and cost in Rs.000's) Quantity Rate at CI Cost Rem100 (At At arks Nagpur as CI .. on 1.1.92) 3 4 5 6

Sl.No. Particulars

1

2

2.A i) ii) iii) iv) v)

CULVERTS (7.50 M Wide) 4.57 m span R.C.C slab culvert 3.05 m span R.C.C slab culvert 1.83 m span R.C.C slab culvert 1.22 m span R.C.C slab culvert 0.61 m diameter hume pipe culvert

2 B. i) ii) iii) iv) v)

CULVERTS (13 m wide) 4.57 m span R.C.C slab culvert 3.05 m span R.C.C slab culvert 1.83 m span R.C.C slab culvert 1.22 m span R.C.C slab culvert 0.61 m diameter hume pipe culvert

3.

Bridges (7.5 m wide) - span

4.

Tree Guards

5.

Extra for poor/B.C soil on items 2 A, 2 B & 3 SUB-TOTAL Contingencies 3% TOTAL Tax on works contracts @ 2% GRAND TOTAL

6. 7. 8.

Rev. No. 0 w.e.f. 1.4.2003

APPENDIX A.8.2.2 PROJECT REPORT OF______________ CMPDI, RI-IV, Nagpur

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STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON COLONY ROADS (AT COST INDEX ______ IN ____ (____ HALF) (Rate and cost in Rs.000's) Sl.No. Particulars Quantity Unit Rate at Cost RemCI 100 (At At arks Nagpur as on CI .. 1.1.92) 1 2 3 4 5 6 1. COLONY ROADS 1.A. MAJOR STRATUM `B' ROAD 3.75 m wide with 2 m wide pucca shoulders on sides Specifications - 15 cm thick cobble soling over 22.5 cm moorum filling (Moorum filling in case of BC soil/clayey soil) - 7.5 cm thick WBM under 2 cm thick premix surfacing . PUCCA SHOULDERS :

1 B.

7.5 cm moorum layer over 7.5 cm stone metalling blinded with moorum. Brick edging on both sides MINOR STRATUM `A' ROAD :

3.75 m wide with 1.5 m wide shoulder on sides Specifications 15 cm thick cobble soling over 22.5 cm moorum filling (moorum filling in case of BC soil/clayey soil) 7.5 cm thick WBM under 2 cm thick premix surfacing Brick edging on both sides SHOULDER: Earth work & surface dressing

Appendix-A.8.2.2 contd…. CMPDI, RI-IV, Nagpur

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Sl.No. particulars

Quantity

1 2.

2 CULVERTS (7.50m wide) i) 4.57 m span RCC Slab ii) 3.05 m span RCC Slab iii) 1.83 m span RCC Slab iv) 1.22 m span RCC Slab v) 0.61 m dia Hume Pipe

3

3. 4.

7.

TREE GUARDS R.C.C DRAIN CROSSING SLAB (153 x 61 x 7.5 cm) Extra for poor/BC soil on item(2) @10% SUB TOTAL Contingencies 3% TOTAL Tax on works contracts @ 2%

8.

GRAND TOTAL :

5. 6.

CMPDI, RI-IV, Nagpur

(Rate and cost in Rs.000's) Rate at CI Cost Rem100 (At At arks Nagpur as on 1.1.92) CI... 4 5 6

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APPENDIX A.8.2.3 PROJECT REPORT OF______________ STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON HAUL ROADS (AT COST INDEX ______ IN ____ (____ HALF)

Sl.No. Particulars

1 A.

1A.

2 HAUL ROADS & CULVERTS (For Rear Dumper Capacity _______)

Quantity

3

(Rate and cost in Rs.000's) Unit Rate at Cost Rem100 CI (At At arks Nagpur as on CI... 1.1.92) 4

5

On surface (to OB dumps, coal stock, workshop and in access trench) WIDTH Carriage way of double lane = ….....m Dozer track = ….....m Shoulder on both sides = ….....m ------------Total road width = …....m Specifications suitable for CBR value (Consolidated thickness)

Shoulder ……… thick moorum and sand filling

CMPDI, RI-IV, Nagpur

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Rev. No. 0 w.e.f. 1.4.2003 Appendix-A.8.2.3 contd….

Sl.No. Particulars

1 2.

3. 4.

Quantity

2 CULVERTS ( _____m wide) i) 4.57m span R.C.C. slab ii) 3.05m span R.C.C. slab iii) 1.83m span R.C.C. slab iv) 1.22m span R.C.C. slab v) 0.61m dia hume pipe

7.

Road side drain (size 60x90 cm) Provision for Poor/BC soil for item 2 & 3 @ 10% SUB TOTAL Contingencies 3% TOTAL Tax on works contracts @ 2%

8.

GRAND TOTAL :

5. 6.

3

(Rate and cost in Rs.000's) Unit Rate at Cost Rem100 CI (At At arks Nagpur as on CI... 1.1.92) 4 5 6

APPENDIX A.8.2.4 PROJECT REPORT OF______________ CMPDI, RI-IV, Nagpur

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Sl.No .

1 1A.

Rev. No. 0 w.e.f. 1.4.2003

STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON SERVICE ROADS (AT COST INDEX ______ IN ____ (____ HALF) (Rate and cost in Rs.000's) Particulars Quantity Unit Rate at Cost Rem 100 CI (At At -arks Nagpur as on CI... 1.1.92) 2 3 4 5 6 APPROACH ROAD TO SERVICE BUILDINGS (SERVICE ROAD) SECTOR ROAD (STRATUM `C’): 3.75 m wide with 2 m wide pucca shoulders on sides Specifications - 15 cm thick cobble soling over 22.5 cm moorum filling (Moorum filling in case of BC soil/clayey soil) - 15 cm thick WBM in 2 layers - 2.5 cm thick premix surfacing with seal coat PUCCA SHOULDERS :

1 B.

7.5 cm moorum layer over 7.5 cm stone metalling blinded with moorum. Brick edging on both sides CULVERTS (7.50 m wide) i) 4.57 m span R.C.C slab culvert ii) 3.05 m span RCC slab culvert iii) 1.83 m span R.C.C slab culvert iv) 1.22 m span R.C.C slab culvert

2. 3.

4. 5. 6.

v) 0.61 m diameter hume pipe culvert Tree guards Extra Provision for poor/B.C. soil on item 1 B only @ 10% SUB TOTAL Contingencies 3% TOTAL Tax on works contract @ 2% GRAND TOTAL APPENDIX A.8.2.5 PROJECT REPORT OF______________

CMPDI, RI-IV, Nagpur

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Sl. No.

1 1A.

Rev. No. 0 w.e.f. 1.4.2003

STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON DIVERSION OF ROAD (AT COST INDEX ______ IN ____ (____ HALF) (Rate and cost in Rs.000's) Particulars Quantity Unit Cost RemaRate at At rks 100 CI CI .. (At Nagpur as on 1.1.92) 2 3 4 5 6 APPROACH ROAD TO SERVICE BUILDINGS (SERVICE ROAD) SECTOR ROAD (STRATUM `C’): 3.75 m wide with 2 m wide pucca shoulders on sides Specifications - 15 cm thick cobble soling over 22.5 cm moorum filling (Moorum filling in case of BC soil/clayey soil) - 15 cm thick WBM in 2 layers - 2.5 cm thick premix surfacing with seal coat PUCCA SHOULDERS :

1 B.

2. 3. 4.

5. 6. 7.

7.5 cm moorum layer over 7.5 cm stone metalling blinded with moorum. Brick edging on both sides CULVERTS (7.50 m wide) i) 4.57 m span R.C.C slab culvert ii) 3.05 m span RCC slab culvert iii) 1.83 m span R.C.C slab culvert iv) 1.22 m span R.C.C slab culvert v) 0.61 m diameter hume pipe culvert Road side Pucca Drain – 30 cm x 45 cm Tree guards Extra Provision for poor/B.C. soil on item 1 B only @ 10% SUB TOTAL Contingencies 3% TOTAL Tax on works contract @ 2% GRAND TOTAL

CMPDI, RI-IV, Nagpur

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Rev. No. 0 w.e.f. 1.4.2003 APPENDIX A.8.3

PROJECT REPORT OF______________ SUMMARY OF ESTIMATED CAPITAL INVESTMENT ON WATER SUPPLY & SEWERAGE (AT COST INDEX ______ IN ____ (____ HALF) (Amount in Rs.000's) Sl.No. Particulars

Total Cost

Remarks

A

Colony Water Supply

App. A.8.3.1

B

Colony Sewerage

App. A.8.3.2

C

Industrial water supply

App. A.8.3.3

D

Industrial sewerage

App. A.8.3.4

E

GRAND TOTAL

APPENDIX A.8.3.1 PROJECT REPORT OF______________ CMPDI, RI-IV, Nagpur

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STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON COLONY WATER SUPPLY (AT COST INDEX ______ IN ____ (____ HALF) (Rate and cost in Rs.000's) Sl.No. Particulars Unit of Quantity Unit Rate at Cost RemMeasure 100 CI (At At arks Nagpur as CI ... on 1.1.92) 1 2 3 4 5 6 7 1 RAW WATER ARRANGEMENT i) Boring of borewell 150mm dia, Each 100m deep ii) Raw water boosting pump set 7.5 HP (Submerssible Type)

Each

iii) Raw water rising main : a)

mm dia. CI main

Km

b) Add 7.5% for saddle supports, valves, bends, 2. 3.

etc. Chlorinator (if any) i) Ground water Reservoir ii) Clear water pump (Centrifugal type)

HP

LS Kl Each

iii) Clear water rising main :

4.

a) mm dia. CI main b) Add 7.5% for saddle supports, valves, bends, etc. Overhead Storage

5.

Water distribution i) 80 mm dia. GI main ii) 50 mm dia. GI main iii) 40 mm dia. GI main iv) Add 7.5% for saddle supports, valves, bends, etc.

Km

Kl.

Km Km Km

Appendix-A.8.3.1 contd…. CMPDI, RI-IV, Nagpur

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Sl. No.

1 6.

7.

8. 9.

Particulars

Rev. No. 0 w.e.f. 1.4.2003

Unit of Measur e

2 Investigations for : i) Hydrogeological data ii) Raw water sample (physico-chemical & bacteriological analysis) Electrical Installation : i) Transformer and switch gear & switch room ii) Overhead line iii) Instruments, tools, etc.

3

(Rate and cost in Rs.000's) Quantit Unit Rate at Cost Remy 100 CI (At At arks Nagpur as CI ... on 1.1.92) 4 5 6 7 LS

Assume d at 5% of the above total

SUB TOTAL (1 to 7) Contingencies 3% TOTAL Tax on works contracts @ 2% GRAND TOTAL

APPENDIX A.8.3.1 PROJECT REPORT OF______________ CMPDI, RI-IV, Nagpur

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STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON COLONY WATER SUPPLY (AT COST INDEX ______ IN ____ (____ HALF)

Sl.No. Particulars

1 1.

2. 3.

4.

5.

6. 7.

8. 9.

2 In take well and raw water pump houses with suitable raw water drawal arrangements Raw water boosting pump set (Centrifugal Type) _______ HP Raw water rising main : a) mm dia C.I. main b) Add 7.5% for saddle supports, valves, bends, etc. New water treatment plant with Aerator, Chemical house, Clarifloculator, Rapid gravity Filter, Chlorinator, etc. Ground Water Reservoir after treatment plant (for storage of clear water) Clear water pumps (Centrifugal Type)_________HP Clear water rising main : a) mm dia C.I. main b) Add 7.5% for saddle supports, valves, bends, etc. Zonal storgae a) RCC overhead tank Distribution system : New distribution system to new houses i) 80 mm dia. GI main ii) 50 mm dia. GI main iii) 40 mm dia. GI main iv) Add 7.5% for saddle supports, valves, bends, etc.

Unit of Measure

Quantity

3 Kl

4

(Rate and cost in Rs.000's) Unit Rate at Cost Rem100 CI (At At Arks Nagpur as CI... on 1.1.92) 5 6 7

Each

Km

Kl

Kl

Each

Km

Kl

Km Km Km

Appendix-A.8.3.1 contd…. CMPDI, RI-IV, Nagpur

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Sl.No. Particulars

1 10.

11. 12.

2 Electrical Installation : i) Transformer and switch gear & switch room ii) Overhead line iii) Instruments, tools, etc. SUB TOTAL Contingencies 3% TOTAL Tax on works contracts @ 2% GRAND TOTAL

CMPDI, RI-IV, Nagpur

Rev. No. 0 w.e.f. 1.4.2003

Unit of Measure

3

(Rate and cost in Rs.000's) Quantity Unit Rate Cost Remat 100 CI At arks (At Nagpur CI… as on 1.1.92) 4 5 6 7 5% of the above total

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APPENDIX A.8.3.2 PROJECT REPORT OF______________ STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON COLONY SEWERAGE (AT COST INDEX ______ IN ____ (____ HALF)

Sl.No. Particulars

1 A

B. C.

D. E.

2 COMBINED OPEN SURFACE DRAIN i) 60 X 90 cm size ii) 30 x 45 cm size iii) 22.5 x 30 cm size SUB TOTAL (A) Sewage disposal for quarters Provision for Poor/BC soil for itemA @10% SUB TOTAL (A+B+C) Contingencies 3% TOTAL Tax on works contracts @ 2% GRAND TOTAL

(Rate and cost in Rs.000's) Unit of Quantity Unit Rate Cost RemMeasure at 100 CI At arks (At Nagpur CI... as on 1.1.92) 3 4 5 6 7

Km Km Km Each

400.00

APPENDIX A.8.3.3 PROJECT REPORT OF______________ CMPDI, RI-IV, Nagpur

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STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON INDUSTRIAL WATER SUPPLY (AT COST INDEX ______ IN ____ (____ HALF) (Rate and cost in Rs.000's) Sl.No. Particulars Unit of Quantity Unit Rate Cost RemMeasure at 100 CI At arks (At Nagpur CI... as on 1.1.92) 1 2 3 4 5 6 7 1. RAW WATER ARRANGEMENT i) Bore well 150 mm dia, 100 m Each deep ii) Raw water boosting pump set: Each HP (Submersible type) iii) Raw water rising main : a)

mm dia C.I. main

Km

b) Add 7.5% for saddle supports, valves, bends, etc. 2. 3.

Chlorinator (if any) : i) Ground water reservoir ii) Clear water pump ______ HP iii) Clear water rising main :

Kl Each

a)

Km

mm dia CI main

LS

b) Add 7.5% for saddle supports, valves, bends, etc. 4. 5.

Overhead storage for industrial use Distribution for Industrial Building i) 80 mm dia. GI main ii) 50 mm dia. GI main iii) 40 mm dia. GI main iv) Add 7.5% for saddle supports, valves, bends, etc.

CMPDI, RI-IV, Nagpur

Kl

Km Km Km

Appendix-A.8.3.3 contd…. 94

CIVIL ENGINEERING NORMS

Sl.No. Particulars

1 6.

7.

8. 9.

2 Investigations : i) Hydrogeological data ii) Raw water sample (Physico-chemical & bacteriological analysis) Electrical Installation : i) Transformer and switch gear & switch room ii) Overhead line iii) Instruments, tools, etc. SUB TOTAL (A to G) Contingencies 3% TOTAL Tax on works contracts @ 2% GRAND TOTAL

CMPDI, RI-IV, Nagpur

Rev. No. 0 w.e.f. 1.4.2003

Unit of Measure

3

(Rate and cost in Rs.000's) Quantity Unit Rate Cost Remat 100 CI At arks (At Nagpur CI.. as on 1.1.92) 4 5 6 7

5% of the above total

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APPENDIX A.8.3.4 PROJECT REPORT OF______________ STATEMENT SHOWING ESTIMATED CAPITAL INVESTMENT ON INDUSTRIAL SEWERAGE (AT COST INDEX ______ IN ____ (____ HALF)

Sl.No .

1 1.

2.

3.

4. 5.

Particulars

2 COMBINED OPEN SURFACE DRAIN * i) 30 x 45 cm size Sewage disposal arrangement for service building

Unit

3

Km Lakhs

(Rate and cost in Rs.000's) Quantity Unit Rate Cost Rem /Cost at 100 CI At -arks (At Nagpur CI .. as on 1.1.92) 4 5 6 7

5% of cost of service buildings

Provision for Poor/BC soil for itemA @ 10% SUB TOTAL (A to C) Contingencies 3% TOTAL Tax on works contracts @ 2% GRAND TOTAL * These shall include the requirement of drains for approach road and service road

CMPDI, RI-IV, Nagpur

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CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR FOR INTERNAL USE ONLY (NOT TO BE SENT WITH PR) NAME OF THE PROJECT__________________ Data Available : (i) Manpower

=

(ii) Total No. of houses required

=

(iii) Total No. of existing houses

=

(iv) Total No.of houses to be constructed

=

Population :

(A)

1.

Residential Population @ 5 persons per house

=

2.

Non Residential workers

=

Water Demand for Colony (Open cast/Underground Mine Project) (i) Water requirement for residential population @ 135 litres per capita per day

=

(ii) Water requirement for Welfare/ Community buildings to be located in the colony @ 10% of item (A) (i) above.

=

(iii) Process and other losses @ 10% of item (A) (i) & A (ii) above

=

TOTAL of (A)

=

SAY

=

Let the pumping be continued for_______ hours Hourly Pumping rate

= ________ LPH = ________ LPM = ________ LPS Say

CMPDI, RI-IV, Nagpur

= ________ LPS 97

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(B)

Rev. No. 0 w.e.f. 1.4.2003

Industrial Water Demand for Project including Potable water demand for Persons working in the Project (i)

For Opencast Projects

a)

Water Requirement for total manpower of Project @ 45 litres/ capita/day

=

b)

Water requirement for washing of dumper @ 1800 litres/day/dumper

=

c)

Water requirement for Dust suppression in CHP & other Industrial premises @ 22500 litres/ day/million tonnes of Coal produced every year

=

d)

Water requirement for fire fighting in coal @ 45000 litres/day/million tonnes of coal produced every year

=

e)

Water requirement for road watering @ 67500 litres/day/million tonnes of coal produced every year

=

f)

Water requirement of Service Buildings @ 10% of item (i)(a) above.

=

g)

Allowance for loss & wastage @ 10% of (a) to (f)

=

Total Water Demand of B(i) above

=

Say

=

Let the Pumping be continued for ____________hours Hourly Pumping rate

= ____________ LPH = ____________ LPM = ____________ LPS Say

CMPDI, RI-IV, Nagpur

= ____________ LPS

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(ii)

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For Underground Projects

a)

Water Requirement for total manpower @ 45 litres/capita/day

=

b)

Water Requirement of Service Buildings @ 10% of item (ii)(a) above.

=

c)

Water requirement for dust suppression in CHP & other Industrial Premises @ 22500 litres/ day/million tonnes of Coal Produced every year

=

d)

Water Requirement for fire fighting in coal @ 45000 litres/ day/million tonnes of coal produced every year.

=

e)

Water requirement for continuous miners/long wall equipment (if any)

=

f)

Allowance for loss and wastages @ 10% of (a) to (e)

=

Total water demand of B (ii) above

= Say

=

Let the Pumping be continued for ____________hours Hourly Pumping rate

= ____________ LPH = ____________ LPM = ____________ LPS

SAY

CMPDI, RI-IV, Nagpur

= ____________ LPS

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RAW WATER PUMP SIZE : Using Standard Chart for flow of water in pipes for a flow of _____________ LPS, We have i)

For ______________ mm diameter pipe velocity of flow = ________ metre/sec. friction loss hf = ___________ metre/ 1000 metre length of pipe.

ii

For ______________ mm diameter pipe velocity of flow = ________ metre/sec. friction loss hf = ___________ metre/ 1000 metre length of pipe.

iii)

For ______________ mm diameter pipe velocity of flow = ________ metre/sec. friction loss hf = ___________ metre/ 1000 metre length of pipe.

So, provide ________ mm diameter pipe for a length of ________ metre. HEAD i)

Elevation head _________________

ii)

Frictional loss @____________ for a length of __________ metre.

= per

iii) Other losses due to bends, valves etc. @ 20%

__________length = =

Total Head `H' = _____________ Say ___________ metre. HP CALCULATION H.P. =

=

QH 75

=

(here Q in Lit/Sec, H in mtr.)

Taking efficiency of the pump as 60%, we get B.H.P. = ________________ = So use __________________ HP Pump Provide _________________ Pumps of ____________ HP each Out of which ____________ will be stand by. CMPDI, RI-IV, Nagpur

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CLEAR WATER PUMPS 1.

Total water demand

2.

Let the pumping be continued for ____________ hours

3.

Hourly pumping rate

= _____________ Litres

= ___________ LPH = ___________ LPM = ___________ LPS

Say

= ___________ LPS

Using standard chart for flow of water in pipes for a flow of _____ LPS, we have 4. i) For __________ mm diameter pipe, velocity of flow

=

friction loss hf = ________ metre/ of pipe ii)

For __________ mm diameter pipe, velocity of flow

_______ metre.length

=

friction loss hf =________ metre/ iii) For __________ mm diameter pipe, velocity of flow

________ metre/sec

________ metre/sec _______ metre.length of pipe

=

friction loss hf =________ metre/

________ metre/sec. _________metre.length of pipe

So, provide ________ mm diameter pipe for a length of ________ metre. 5.

Elevation head

= ___________________

6.

Frictional losses

= ___________________

7.

Other losses due to bends, valves, etc. @ 20%

= ___________________

8. Total head H

= ___________________

Say

= ___________________

HP for clear water pump

=

QH 75 B.H.P. _________________= ______________(taking efficiency of pump=60%) So use _________ HP pump for clear water. Provide _________ Pumps of ________ HP each for clear water, out of which ________________ will be stand by. CMPDI, RI-IV, Nagpur

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CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR NORMS FOR UNIT COST OF CHP ELEMENTS 1.

GROUND BUNKER: Upto 2000 te.

:

Rs.450 per tonne

2001 to 5000 te.

:

Rs.350 per tonne

Above 5000 te.

:

Rs.300 per tonne

The ground bunker (surge bunker or storage ground bunker) includes the bunker proper, escape tunnel, reclaim tunnel upto ground surface including the Pent House, and Steel Structures above the bunker (tripper/shuttle conveyor gantry and portal frames) as well as Portal foundations. 2.

Conveyor Gantries :

2.1 Single conveyor gantry (upto 10m. high trestles). Upto 1000 mm Belt width

: Rs.2600 per RM

Above 1000 mm

: Rs.2750 per RM

2.2 Double conveyor gantry (upto 10m. high trestles). (Width of Gantry = 5.7 M) Upto 1000 mm Belt width

: Rs.4700 per RM

Above 1000 mm

: Rs.5000 per RM

2.3 Structures for single conveyor on ground: Upto 1000 mm B.W Above 1000 mm

: Rs.1000 per RM : Rs.1100 per RM

2.4 Structures for Double Conveyors on ground: (Width of ground Portal = 5.5 m) Upto 1000 mm BW Above 1000 mm

: Rs.1800 per RM : Rs.2000 per RM

Ground conveyor structure includes conveyor and pucca walkways on both sides, fully covered at the top and partially on both sides. This includes levelling upto 3 m. clear on either side of the shed. Trestles, Drive Unit structures, take up structures, and foundations have been included while working the unit rates of overhead conveyor gantries.

CMPDI, RI-IV, Nagpur

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CIVIL ENGINEERING NORMS

3.

Transfer House : Av. Unit Cost

4.

: Rs.50,000/-

Crusher House : For underground mine, for one no. medium capacity crusher. Unit Cost

5.

: Rs.1,50,000/-

Loading Point for Wagons : Av. Unit Cost

6.

: Rs.50,000/-

Control Room & Weighbridge foundation : Av.Unit Cost

7.

Rev. No. 0 w.e.f. 1.4.2003

: Rs.35,000/-

Picking and Screening Plant : For one screen and 15 m. long picking belt Total size = 25 m. x 5 m. Av. Unit cost

8.

: Rs.1,40,000/-

Receiving Pit - cum - crusher house

8.1 For one crusher, unit cost

: Rs.8,50,000/-

8.2 For two crushers, unit cost

: Rs.15,00,000/-

9.

Reject House : Unit cost

For shales etc., 50 te. capacity : Rs.60,000/-

10. General Development in coal handling plant area : This includes levelling, dressing, drainage etc. L.S. Provisions

: Rs.25,000 to Rs.1,00,000 depending on capacity of the plant as well as no. of facilities.

11. Soil investigation and hydro-geological data : L.S. Provisions

CMPDI, RI-IV, Nagpur

: Rs.50,000

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12. Provisions for Poor Soil If visual examination or preliminary data indicate poor soil conditions at site, extra provisions for strengthening the foundations and making proper bunker slopes, etc. shall be made. Extra provision LS :

10% of the total cost of civil portion.

NOTES : 1.

These rates are based on cost index 100 at Delhi as on 1.10.76 and shall be updated as per prevalent cost index at site at the time of project report preparation.

2.

These norms were worked out at RI.IV and informed to Dy.CE (C), CMPDI, HQ, Ranchi for adoption by SE (Civil) of RI.IV vide letter No.RIN/CE-82/206 dt. 25.2.1983/1.3.1983.

CMPDI, RI-IV, Nagpur

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CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI.IV, NAGPUR ADDITIONAL NORMS FOR UNIT COST OF CONVENTIONAL TYPE CHP BASED ON COST INDEX OF 100 IN 1.10.1976 AT DELHI ______________________________________________________________________ Sr. Description Unit Rate Remarks No. in Rs. ______________________________________________________________________ 1. Conveyor Gantry for a) 800 mm wide Conveyor b) 1000 mm wide Conveyor c) 1200 mm wide Conveyor 2.

3.0 height 5.5 height 7.5 height 10.0 height 12.5 height 15.0 height 17.5 height

2020 2828 3535 4646 6363 7474 8181

| | | | | | |

Rates Based on standard drgs. of CHP

Per Metre 2020 " 2220 " 2420

- Do - Do - Do -

Per Metre 4141 " 4441 " 4741

- Do - Do - Do -

Per Metre 10808

- Do -

" " " " "

- Do - Do - Do - Do - Do -

Tripper Conveyor Gantry a) 800 mm wide Conveyor b) 900 mm wide Conveyor c) 1000 mm wide Conveyor

5.

Each Each Each Each Each Each Each

18 m long| Rates based 18 m long| on standard 18 m long| drgs. of CHP

Shuttle Conveyor Gantry a) 800 mm wide Conveyor b) 900 mm wide Conveyor c) 1000 mm wide Conveyor

4.

22929 23131 23434

Trestle a) b) c) d) e) f) g)

3.

Each Each Each

Surge Bunker a) Main Tunnel (4mx4m) b) Reclaim Tunnel for i) 800 mm wide Conveyor ii) 900 mm wide Conveyor iii)1000 mm wide Conveyor iv) 1200 mm wide Conveyor v) 1400 mm wide Conveyor

CMPDI, RI-IV, Nagpur

4141 4242 4343 4444

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______________________________________________________________________ Sr. Description Unit Rate Remarks No. in Rs. ______________________________________________________________________ c) Escape Tunnel d) Straight Portion e) Circular Portion (14 m dia) 6.

Per Metre 3535 | Rates based " 4646 | on standard " 5454 | drgs. of CHP

Feeder Breaker Crushing Arrangement Unloading of Coal by 35 t capacity dumper

iii)

i) Retaining wall 7.64 m ht

m

8500

ii) Wing wall (2 Nos, length = 11 m each)

-

97000

Earth work & Bituminous topping in ramp portion behind retaining wall a) 11 m long retaining wall (for 1 feeder breaker)

No.

43600

b) 20 to 24 m long retaining wall (for 2 feeder breaker)

No.

46500

c) 37 m long retaining wall (for 3 feeder breaker)

No.

52000

iv) Grizzly and supporting structures

No.

36000

v) Feeder Breaker foundations and supporting structures

No.

49000

vi) Pulley Block supporting structures

No.

30000

7.

1) The rate is based on design & detailed drgs. for UKNI & Kolarpimpri OC CHP of WCL 2) 25% and 50% extra in the rates may be taken in case of unloading by 50t and 85 t dumpers respectively.

10 t capacity monorail

Arrangement of Unloading of Coal by Tipping Truck to Hopper i)

Retaining wall having 6m long main wall ht = 6.5m with wing walls, and earthen ramp with bituminous topping

CMPDI, RI-IV, Nagpur

No. 1,50,000

The rate is based on design & drg. for Niljai OC CHP of WCL.

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______________________________________________________________________ Sr. Description Unit Rate Remarks No. in Rs. ______________________________________________________________________ ii) Retaining wall having No. 3,00,000 The rate is based 10.7 m long main wall, on design & detaiht=7.5 m, with wing led drg. for walls and earthen ramp Durgapur OB with bituminous topping declaying Plant of WCL iii)

8.

No.

2,50,000 Cost based on cost index 1008 with reference 100 base at Delhi as on 1.10.76. Based on work order of Ballarpur Sand Stowing plant of WCL

Screening & Picking House without Hopper

b)

9.

Retaining wall having 8.0 m long main wall, ht=13.40m with wing walls.

a) With 2 Screen & Picking belts

2,15,758 Based on standard drawings of CHP

With single Screen & single Picking belts without Hopper

1,71,818

Screening and Picking House with Hopper i) Screen House (> 18 m ht.) ii) Extra for slack coal hopper structure iii) Supporting structures for picking conveyor in picking house including staircase(>13m & upto 18mht)

Sqm.

CMPDI, RI-IV, Nagpur

Derived from rate of workshop (1.5x Rs.740/-)

t

900

Rate is 75% of Rs.1200/- per t.

Sqm.

925

Derived from rate of workshop(1.25 x Rs.740/-)

iv) Extra for Reject hopper structure

v) Extra for Steam coal hopper structure

11100

t

t

900

900

Rate is 75% of Rs.1200/- per t. (Rs.1200/- per t is the rate for steel hopper with foundation, etc.) - Do -

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______________________________________________________________________ Sr. Description Unit Rate Remarks No. in Rs. ______________________________________________________________________ 10. Drive Houses/(Tandem drive) of large sizes

11.

i) Upto 10 m ht.

Nos.

50000

ii) > 10 m ht.

Nos.

60000

a) Upto ht.of 6.9m

No.

50000

b) ht. > 6.9m to 7.7m

No.

55000

Drive Cum Discharge House,Size 9.6mx6m. (For Coal dumping on ground) (With RCC frame and Steel Structure) (i) RCC Work Based on design and detailed drg. of Pimpalgaon OC CHP.

ii) Steel Structure a) Upto 6 m ht. b) > 6m & upto 8 m ht. c) > 8m & upto 13m ht.

Sqm. Sqm. Sqm.

12.

RCC over head Bunkers/ hoppers with steel Platforms for support of drive Pulley etc. including roof over the bunker.

t

13.

Weigh bridge

Each

20202

14.

Gravity take-ups

Each

5051

15.

A Frame and Partition wall

Each

26263

16.

Sump in-side the Tunnel

Each

10101

17.

Motor Control Centre

Each

25273

18.

Steel Portal frame in ground bunker for support of Tipper Conv. gantry

Each

33000

CMPDI, RI-IV, Nagpur

550 650 740 550

Workshop Rates Workshop Rates Workshop Rates Based on design and detailed drg. of Neeljai OC CHP(of 5000 t cap. RCC bunker)

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______________________________________________________________________ Sr. Description Unit Rate Remarks No. in Rs. ______________________________________________________________________ 19.

Control Cabin

14141

20.

Wagon Hauler

32828

21.

Ground sump for dust suppression

Cum.

650

22.

Pump House for above

Sqm.

550

23.

Ground sump for fire fighting

Cum.

650

24.

Pump House for above

Sqm.

550

25.

Sub Station Building

Sqm.

550

26.

Hard stand- for ground stock

Sqm.

27.

CHP Office

Sqm.

31 Haul road norms of 35t cap.dumper adopted. It is Rs.46/Sqm for 85 t cap.dumper. However it is Rs.22/Sqm. for Tipping Truck, Front end loader and dozer. 446

28.

House for Electromagnetic separator

Sqm.

550

29.

Add for foundations in poor soil @ 10% of cost

30.

Add 3% for contingency

31.

Add for Soil Investigation

L.S.

32.

Add for site development

L.S.

@ Rs.3/- per sqmt. at CI 100 as on 1.10.76 (site development includes levelling & storm water drains)

33. Add for Tax on works contract @ 2% __________________________________________________________________________ CMPDI, RI-IV, Nagpur

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CENTRAL MINE PLANNING & DESIGN INSTITUTE LIMITED RI-IV : NAGPUR CIVIL ENGINEERING NORMS

I N D E X Sl.No. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

Description Proforma for calculation of Cost Index Service Buildings – Plinth Area & Plinth area rate norms Workshops – Unit rate Norms (Annexure-I) Canteen – No. of seats Norm (Annexure-II) Lamp room – area Norms (Annexure-III) Garrages – area Norms (Annexure-IV) Floor Area Norms for officers & staff in admn. Building Norms for Pavement Specifications of Common service Buildings & other utilities Rate for Building & Land development Cost norms for Winder House, Fan House and Haulage e. House Building standards for Residential Building and Scales for Built-in Amenities Pay scale of Executives and their entitlement of quarters Pay scale of workers & Non-executives and their entitlement of quarters Housing satisfaction norms Cost norms for double storey MQ. Norms for provision of car garage space for `C’ type quarters Norms for Hostel Type Accommodation Norms for colony roads, Pucca Drain, Tree Guards & Drain crossing slab for colony Specifications and Rates for Colony road Specifications and rates for Approach roads & service roads Cost norms for Haul Road for Dumpers Thickness norms for different CBR value of sub grade for Dumpers Specifications and rates for Bridges & culverts Water Requirement Norms Rate & quantity norms for water supply scheme Rates of Pipe per metre Hydraulic tables for flow of water in pipes Cost norms for sewage disposal Scheme

CMPDI, RI-IV, Nagpur

Page Nos. 1 2-5 6-7 8 9 10 11 12 13 14-17 18 19-21 22 23-27 28 29 30 31 32 33 34 35 36 37-38 39-40 41 42 43-55 56 110

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-2-

Sl.No. Description 30. Norms for extra provisions to be made in the estimate of civil works 31. Norms for construction manpower 32. Land requirement Norms 33. Space standards and Residential Densities 34. Table for safety distances for explosive 35. Standard formats for preparation of civil cost estimate for Project Report 36. Norms for Unit cost of CHP Elements 37. Addl. Norms for Unit cost of conventional type CHP

CMPDI, RI-IV, Nagpur

Page Nos. 57 58 59 60-64 65-67 68-100 101-104 105-108

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112