cremation ground

CREMATION GROUND AT DIFFERENT PLACES IN UP

C uilkkV, tvr A cscatmake,, .NOri.‘169-71(09

4 “977477. zr

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DETAIL ESTIMATED COST

Rs. rL'il 5:5 I) Lacs

Ic Lne f t architectural consultant pvl ltd.'

architects, engineers, planner landscape design, interior design 6 val..e.

Office '- Ilne 8 turd floor latmi varcan commercial complex al avatar purem mooing gorntinager, tuck now.

Dial 6 91•522•2393123.2394123. 404 4 123 Email Id . - skyline@usahcc corn Asse office • 516A 85168.5TH floor wodd trade center near hotel lalit ,barbar road

new deft', 110001, Dail • 011-43575123.43575124

1

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itri 1

ESTIMATE FOR PROPOSED CONSTRUCTION OF CREMATION GROUND AT DIFFERENT PLACES OF NAGAR PALMA PARISHAD/NAGAR PANCHAY (8

PLATEFORM)

PROJECT REPORT

1-AUTHORITY:- This estimate for proposed construction of cremation ground at different places of Nagar Palika Parishad/Nagar Panchayat in Uttar Pradesh has been prepared as per instruction given by principal Secretary Urban Development Department of U.P

Govt.

2-TYPR OF STRUCTURE:- The structure of the Building is load bearing structure and brick masonry work with cement sand and mortar.

3-PROVISION:- 8 No of Cremation Platform and related work has been taken in this estimate.

4-RATES:- Estimate has been prepared on the basis plinth area rate approved by U.P.P.WD dated 01.01.2018. The rates of such items which do not exist in this schedule, rates have been taken on the basis of current D.S.R. or as per actual rates considering all the taxes & wastage.

5-CONCLUSION:- With the above remarks, the preliminary estimate for the proposed construction of cremation Ground at different Places of Nagar Palika Parishad/Nagar Panchayat amounting to Rs 45.51 Lacs.

C. & D. S., U.P. JalNigam Lucknow (Tech)

Project Manager

(Er. Kamlesh Singh) General Manager

C. & OS., UP. Jal Nigam Lucknow

3 -

PRILIMINARY ESTIMATE OF PROPOSE CREMATION GROUND

0 (8 PLATFORM)

s ,w,_

SI. No. Description of Items Amount (Rs. In Lacs)

1 2 3 4

1 Abstract of Cost 37.71

2 LESS @5% Due to work done by DEPT -1.88 ----- k

Total (A)-: 35.83 Lacs

3 GST 12% on Total (A)

Total (B)-: 40.13 Lacs

4 LABOUR CESS 1% on Total (A) .

4;26,

0 Add for Centage charges @12.5% ON TOTAL (B) r--...s----- 7

G.TOTAL 45.51 Lacs

"(11 Resident Engineer lea.) C. & D. S., U.P. Jar Nigam

tucknnw

Project Manager (Tech) C. & D. S., U.P. Jal Nigam

Lucknow

(Er. Kam esh Singh) General Manager

C. & D.S., U.P. Jal Nigam Lucknow

PRILIMINARY ESTIMATE OF PROPOSE CREMATION GROUND (8 PLATFORM)

CREMATION GROUND

ABSTRACT OF COST S. No

ITEM UNIT PROPOSED QTY.

RATES (Rs)

PROPOSED COST (In Lacs)

1 2 3 4 5 6

1 CREMATION GROUND SQM 189.30 17.92

COST OF THE GARBAGE YARD SQM 19.89 1.75

COST FOR PLATEFORM FOR DEAD BODY

0.38

COST OF PRAYER AND SEATING PLATEFORM

6.5

COST FOR GHAT/BATHING PLATFORM 2.60

TIMBER BLOCK 1.04

2 EXTERNAL SITE DEVELOPMENT CIVIL (AS PER DETAIL) 7.52

TOTAL COST 37.71

Resident Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

PRILIMNARY ESTIMATE OF PROPOSE CREMATION GROUND (8 PLATFORM)

CREMATION GROUND

CREMATION GROUND LOAD BEARING

BASED ON PLINTH AREA RATE U.P.P.W.D DATED 01.01.2018 S.NO DESCRIPTION OF ITEM QTY UNIT RATE AMOUNT

(IN LACS) 1 2 3 4 5 6

A COST OF CONSTRUCTION

1 GROUND FLOOR

189.30 7570.00 14.33

189.30 SQM TOTAL A 14.33

2 ADD FOR INTERNAL ELECTRICAL WORK 12.5.0% OF RS. 16.64 L ' 1.08

3 ADD FOR INTERNAL WATER SUPPLTY & SANITATION

5.0% OF RS. 16.64 0.72

4 ADD FOR EXTERNAL SUPPLY & SEWERAGE WORK

5.0% OF RS. 16.64 0.72

TOATL A 17.57

4 2% FOR CONTINGENCIES , 0.35

TOATL B 0.35

TOTAL A+B 17.92

Resident ngineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

egret"

;

'146e ••••• m e

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I 3


GARBAGE YARD LOAD BEARING

BASED ON PLINTH AREA RATE U.P.P.W.D DATED 01.01.2018 S.NO DESCRIPTION OF ITEM QTY UNIT RATE AMOUNT

(IN LACS) 1 2 3 4 5 6

A COST OF CONSTRUCTION

1 GROUND FLOOR 19.890

19.89 7570.00 1.51

19.89 SQM TOTAL A 1.51

2 ADD FOR INTERNAL WATER SUPPLY &

SEWERAGE SYSTEM WORK 4% OF RS. 1.51 0.06

3 ADD FOR INTERNAL ELECTRICAL WORK 5.0% OF RS. 1.51 0.08

4 ADD FOR INTERNAL WATER SUPPLTY & SANITATION

5.0% OF RS. 1.51 0.08

TOATL A 1.72

4 2% FOR CONTINGENCIES 0.03

TOATL B 0.03

TOTAL A+B 1.75

Resident Engineer (Tech.) C. 8 D. S., UP. Jal Nigam

Lucknow

t

S.N DESCRIPTION OF ITEM OF WORK TOTAL

QTY UNIT RATE IN Rs. AMOUNT IN Rs]

I EXCAVATION in foundation in ordinary Soil (Loam clay or sand) including lift upto 1.5 m lead upto 30.0m & including filling

watering and ramming of excavated earth into the space between the building & Sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30m. from foundation trenches (PWD-25 I)

3.29 CUM 110.00 361.79

, 2 Sand filling in plinth including supply of necessary of sand from a

distance not exceeding 8 kms. From the site of work and including watering, dressing etc rate to include cost off all materials labour T & P etc required for proper completion of work (PWD-255-4-LOCAL SAND)

9.21 CUM ' 625.00 _ 5754.38

3 Providing and laying cement concrete 1:4:8(1 Cement :4 coarse

sand: 8 Stone ballast 40 mm nominal Size) including supply of all materials, labour T&P etc required for proper completion of the

work and curing complete also including cost of formwork in foundation & Floors, (PWD-281)

2.96 CUM + 5410.00 16011.71

k

4 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) Mortar in foundation & Plinth including supply

of all materials, labour and T&P etc required for proper completion of the work (PWD-303+305b-305a)

2.89 CUM 3600.00 10398.67

5 Cement concrete flooring 1:2:4 ( I cement: 2coarse sand: 4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40mm thick floor) (PWD-605)

6.12 CUM 380.00 2325.60

6 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including

internal rounded angles not exceeding 80 mm in girth and finished even and smooth (1) 1 cement: 6 fine sand (PWD-586)

12.96 SQM 120.00 1555.20

7

•

Finishing walls with water proofing on cement paint of approved make such as super snoweem durrocem, robiacen, guttucem,

supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement

primer to give an even shade after thoroughly brushing the surface

to powdered materials including curing and cost of all materials (PWD-660+661)

12.96 CUM 65.28 846.03

TOTAL 37253.37 •

2% FOR CONTINGENCIES 745.07 TOTAL 37998.44

• • •

404

I. I. .11

BILL OF QUANTITY OF DEAD BODY PLATFORM

Resident Engineer (Tech.) C. & D. S., U.P. Jai Nigam

Lucknow

DETAILED ESTIMATE OF DEAD BODY PLATFORM

e N iTErvi NO, L B H QTY UNIT EARTH WORK

I Earth work in excative in foundation FOUNDATION 4 5.77 0.38 0.38 3.29

TOTAL 3.29 CUM

2 SAND FILLING on Platform I 5.54 5.54 0.3 9.21

TOTAL 9.21 CUM

3 CEMNET CONCRETE(1:4:8) FOUNDATION 4 5.77 0.38 0.075 0.660 ON PLATFORM I 5.54 5.54 0.075 2.300

TOTAL 2.96 CUM

4 B/W IN FOUNDATION 5.77 0.23 0.300 1.590 STEPS 4 1.20 0.90 0.150 0.650

4 1 20 0.60 0.150 0.430 1.20 0.30 0.150 0.220

TOTAL 2.89 CUM

5 40MM THICK C.C. FLOORING I 6.00 0.60 3.600 ON PLATFORM 4.20 0.15 2.520

TOTAL 6.12 SQN1

6 12MM CEMENT (1:6) PLATFORM OUTHER 4 6.00 0.300 7.200 STEPS SIDE 8 1.20 0.600 5.760

TOTAL 6.12 S IM

7 FINISH WALL WITH WATERPROOF CEMENT PAINT

(QTY SAME AS ITEM NO.6) 12 96 TOTAL 12.96 SQM


Lucknow

• • • • • • ••

41)

•

18.11:911

141

BILL OF QUANTITY PRAYER AND SEATING PLATFORM

S.N DESCRIPTION OF ITEM OF WORK TOTAL

QTY

UNIT RATE IN Rs. AMOUNT IN Rs.

I EXCAVATION

sand)

the

removal

in foundation in ordinary Soil (Loam clay or

including lift unto 1.5 m lead unto 30.0m & including filling

watering and ramming of excavated earth into the space between

building & Sides of foundation trenches or into the plinth and

& disposal surplus earth as directed by the engineer I/C

within a lead of 30m from foundation trenches (PWD-251)

10.834 CUM 110.00 1191.74 -

2 Sand filling in plinth including supply of necessary of sand from a

distance not exceeding 8 kms. From the site of work and including

watering, dressing etc rate to include cost off all materials labour T

& P etc required for proper completion of work (PWD-

255+LOCAL SAND)

123.207 CUM 625.00 77004.38

3 Providing and laying cement concrete 1:4:8(1 Cement :4 coarse

sand: 8 Stone ballast 40 mm nominal Size) including supply of all

materials, labour T&P etc required for proper completion of the

work and curing complete also including cost of formwork in

foundation & Floors, (PWD-28I)

10.228 CUM 5410.00 55333.48

4 First class brick work in 1:6 cement and coarse sand of 2.25

fineness modulus) Mortar in foundation & Plinth including supply

of all materials, labour and T&P etc required for proper completion

of the work (PWD-303+305b-305a)

29.089 CUM 3600.00 104720.40

5 Dry brick on edge flooring in required pattern with bricks of class

designation 7.5 on a bed of 12mm mud motar, inluding filling

joints with sand, with common burnt clay non modular bricks.

147.420 CUM 495.36 73025.97

6 12 mm cement plaster in single coat on rough side of single or half

brick wall for interior plastering up to floor two level including

internal rounded angles not exceeding 80 mm in girth and finished

even and smooth (I)1 cement: 6 fine sand (PWD-586)

64.260 SQM 120.00 7711.20

7 Finishing walls with water proofing on cement paint of approved

make such as super snoweem durrocem, robiacen, guttucem,

supercem quality and of required shade on undecorated wall .

surfaces (two coat) overone and including one coat white cement

primer to give an even shade after thoroughly brushing the surface

to powdered materials including curing and cost of all materials

(PWD-660+661)

64.260 CUM 65.28 4194.89

8 P/F of Asbestus sheet roofing with truss (M.R) 209.520 SQM 1500.00 314280.00

TOTAL 637462.06

2% FOR CONTINGENCIES 12749.24

TOTAL 650211.30

?COI—


Lucknow

S.N ITEM NO. L B H QTY UNIT EARTH WORK ! Earth vit oi h in exvitiive in foundation FOUNDATION 2 27.000 0.450 0.375 9.11

2 5.100 0.450 0.375 1.720 -

TOTAL 10.830 , CUM :

2 SAND FILLING on Platform 1 26.840 4.940 , 0.900 119.330

9 0.740 1.940 0.300 _ 3.880 , TOTAL 123.210 CUM

3 CEMNET CONCRETE(1:4:8) FOUNDATION 2 27.000 0.450 0.075 1.820 • 2 5.170 0.450 0.075 0.350 GHAT 1 39.760 2.700 0.075 8.050

TOTAL 10.220 CUM -

4 B/W IN FOUNDATION FOUNDATION 2 27.000 0.300 0.300 4.860

2 5.170 0.300 0.300 0.930 2 27.300 0.230 0.900 11.300 2 4.940 0.230 0.900 ,. 2.050 9 7.200 0.230 0.300 4.470

STEPS 3 2.700 1.500 0.150 1.820 3 2.700 1.200 0.150 1.460 3 2.700 0.900 0.150 1.090 3 2.700 0.600 0.150 0.730

- 3 - 2.700 0.300 0.150 0.360 TOTAL 29.070 CUM

5 DRY BRICK FLOORING ON PLATFORM 1 27.300 5.400 147.420

TOTAL 147.420 SQM

6 12MM CEMENT (1:6) PLATFORM OUTHER 2 27.300 0.900 49.140

2 5.400 0.900 9.720 STEPS SIDE 8 1.500 0.450 5.400

TOTAL 64.260 SQM

7 FINISH WALL WITH WATERPROOF CEMENT PAINT

(QTY SAME AS ITEM NO.6) '64.260 TOTAL 64.260 SQM

8 P/f of asbestus sheet roofing with truss PLATFORM OUTH ER 1 29.10 7.20 209.520

TOTAL 209.520 SQM

•

DETAILED ESTIMATE OF PRAYER AND SEATING PLATFORM

Atorj„,


Lucknow

5

GHAT BOQ

S.NO DESCRIPTION OF ITEM OF WORK TOTAL

QTY

UNIT RATE IN RS. AMOUNT

IN Rs ' ' A '

1 Providing and laying cement concrete 1:4:8(1 Cement :4 Coarse sand: 8 Stone ballast 40 mm nominal size) including supply of all materials, labour

T & P etc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors (PWD-281)

2.920 CUM 5410.00 15797.20

2 Boring. Providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of Specified diameter and length below the pile cap. To carry a safe working load not less than specified, excluding the

cost of sleek reinforcement but including the cost of boring with bentonite

solution and temporary casing of appropriate length for setting out and

removal of same and the length of the pile tabe embedded in the pile cap etc. by persussion drilling using Direct mud circulation (DMC) or Bailer and

chisel technique by tripod and mechanical Winch Machine all complete,

inculding removal of excavated earth with all its lifts and leads (lenth of pile for payment shall be measured up to bottom of pile cap)Note: Truck

Mounted rotarytTMR/Tubewell boring machine shall not be used.

DSR 20.2.3

600 MM DIA Pile 24.000 RMT 2391.45 57394.8

3 Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured and including cost of binding wire.

19.226 QTL 5400.00 103820.40

4 First class brick work in 1:6 Cement and coarse sand of 2.25 fineness modulus) Mortar in Foundation & Plinth including supply of all materials, labour And T&T etc required for proper completion of the work. (PWD-

19.68 CUM 3600.00 70848.00

5 cement concrete flooring 1:2:4(1 Cement: 2coarse sand: 4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40mm thick floor) (PWD-605)

17.84 CUM 380.00 6779.20

Total 254639.60

2% FOR CONTINGENCIES 5092.79

G.TOTAL 259732.39

Residegnicimeer (Tech.) C. & O. S., U.P. Jal Nigam

lucknow

di

4P Ih

r tie ••

••• •

(C

Project :-Preliminary Estimate of Proposed Cremation Yard at Different Place in (U.P)

Detaiies Measuremet Of & Wr 3.r4G• liner ;pilots No. i, 15 Ii QTY UNIT

1 Rase concrete (1:4:8) 1 9.720 3.000 0.100 2.920 -

GHAT TOTAL 2.920 CUM -

2 R.C.C. work in pile 6 4.000 24.000 pi le TOTAL 24.000 RM T.

_

3 M.S. work in R.C.C.

Pile (0.25*3, 14•0.40*0.40.156.00*1.25*0.786) 19.226 _

TOTAL 19.226 QTL - 4 111/W In foundation -

1 9.720 2.700 0.150 3.940 -

1 9.720 2.400 0.150 3.500 1 9.720 2.1_00 0.150 3.060

-

1 9.720 1.800 0.150 2.620 1 9.720 1.500 0.150 2.190 1 9.720 1.200 0.150 1.750 1 9.720 0.900 0.150 1.310

-

1 9.720 0.600 0.150 0.870 1 9.720 0.300 0.150 0.440

TOTAL 19.680 CUM 5 40 mm Thick c.c. Flooring

STEPS 1 39.72 0.45 17.870 TOTAL 17.870 sqm

-

-ea Resident Engineer (Tech.) C. & D. S., U.P. Jal Nigam

Lucknow

Pim TIVIINARY ESTIMATE OF ppywnQF CREMATION GROUND

(8 PLATFORM)

TIMBER BLOCK

BASED ON PLINTH AREA RATE U.P.P.W.D DATED 01.01.2018 S. No

DESCRIPTION OF ITEM QTY UNIT RATES (Rs)

AMOUNT (In Lacs)

6 1 2 3 4 5 A COST OF CONSTRUCTION OF TIMBER

BLOCK@7570*30%

1 GROUND FLOOR 43.22 0.3x7570 A98

43.22 SQM TOTAL A 0.98

2 ADD FOR INTERNAL ELECTRICAL WORK

4.0% OF Rs. 9.08 0.04

t

TOTAL A 1.02

3 ADD 2.0% CONTIGENCIES CHARGES 2.0% OF Rs. 0.02

TOTAL 1.04

Resident Engineer (Tech.) C. & D. S., UR Jal Nigam

Lucknow


CREMATION GROUND

L SITE DEVELOPMENT CIVIL S.N. DESCRIPTION OF ITEM REF. UNIT QTY RATE AMOUNT

(IN LACS)

1 2 3 4 5 6 7

VII EXTERNAL SITE DEVELOPMENT CIVIL

PAR CPWD 2012

Development of site

1 Internal Road & Paths 6.2 SQM 1031.00 145.00 1.49

2 Strom water drains 6.5 SQM 1031.00 85.00 0.88

NON SCHEDULE ITEMS

3 FORCED LIFT HANDPUMP AND RELATED WORKS

JOB 1.00 100000.00 1.00

4 COST OF CRIMINATION EQUIPMENT NOS 8 5000000 4Ar

TOTAL COST DEVELOPMENT WORK (CIVIL) 7.37

5 • 2% FOR SONTINGEMCIES 0.15

TOTAL COST 7.52

Resident Engineer t lecri C. & D. S., U.P. Jal Nigam

Lucknew

PRILIMINARY ESTIMATE OF PROPOSE CREMATION GROUND (8 PLATFORM)

AREA STATEMENT S.NO DESCRIPTION LENGTH (IN M) WIDTH (IN M) AREA (IN SQM)

1 CERMATION GROUND

a CERMATION PLATFORM 5.40 25.20 136.08

b TOIELT BLOCK & BARBER PLATFORM

6.895 5.73 39.51

c OFFICE BLOCK & CARETABER ROOM

3.46 3.96 13.71

TOTAL-: 189.30

2 PRAYER & SITING PLATFORM

18 6.78 122.04

3 GARBAJE YARD 4.46 4.46 19.89

4 TIMBER BLOCK 9.69 4.46 43.22

Resident.

Engineer (Tech.) iC. & S N gam

up . J w

Lucknow

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Govt. of India Central Public Works Department

(Technology Application and Standards Unit) NirmanBhawan,New Delhi

No: 62/SE(TAS)/Plinth AreaRates/399 Dated: 24/12/2012

MEMORANDUM

PlinthArea Rates as applicable on 1.10.2007(Reprint) were last circulated under Memo no. S E(S&S)/EE-II/AE-111/ dated 19.7.2010 along with annexure Ito IV. Relevant cost indices with reference to base 100 as 1.10.2007 shall continue to be applicable on these plinth area rates for works in progress etc.

However, the need for issuing fresh plinth area rates has been felt to account for rise in prices in the last 5 years as weli as the latest development in construction practices such as fire safety measures for high rise buildings and also incorporating the green buildings concept for three star

rating of GRIHA..

_ Accordingly, fresh plinth area rates with reference to base 100 as On 1.10.2012 has been prepared for circulation in the department. In future, Preliminary Estimates may be prepared on the

basis of these plinth area rates.

All the rates are based on data of actual expenditure for structures completed recently, as received from various field formations. In case of any discrepancy in Hindi & English versions, English version will prevail.

A

1111 The latest plinth area rates as on 1.10.2012 is hereby issued with following annexures

Annexure —1 : Fresh Plinth Area Rates with base 100, as on 1.10.2012 (for residential /non residential buildings, services and development)

Broad specifications and scale of amenities for sanitary/Electrical fittings for which plinth area rates are applicable.

Memo no. 29/21/58/WI of 10/83 indicating the rules for working out plinth area from plans, to be observed while adopting these plinth area rates given in

Annexure - I.

Annexure -Proforma for calculating cost index for-future-cost :rdfax t•1 iase 10Q _Ps _

, . on 1.10.2012 indicating revised weightages also.

Annexure —V : Specifications for buildings - Non Residential & Residential gs. •

Annexure — II :

Annexure — Ill .

:•:irector Gienerat CPWD, I. irman Brawan,

Nevi Delhi •

End: Annexure Ito V

580

560

550

PL.'S TN ,4RE.4 RA 3

PEI\ EH AREA RATES As ON 01.10.2012

sNEXURE -

S. Nu. Description Oltict (. Loney, Hospital sun o Is i Hostels Residential . ,

1.0 LA; RCC FRAMED STR11(.. TURF ( Specitications as per.4iinexure

RCC framed 51". StPrfy,

1.1.1(A)

V At

Floor In. 7 .2:5 mu.

Floe:. ht. 2.90 mu- 165t

1.01.31

RCC FRAMED STRUCTURE (Normal Buildings) (Specifications as perAnnexure -V)

RCC framed structure upto six store\ s 1.1 (B)

19(00 1.1.1(B)

1.1.2(B)

Floor ht. 3.35 nm.

Floor ht. 2.90 mtr. 152(1)

1500(1 14500

11 EXTRAS FOR

Every additional storey over six storeys upto nine storeys

1.2.2

Every additional storey over nine storeys upto twelve storeys

1.2.1 Every 0.3 mu additional height of floor above normal floor height of 325 ml 2.90 nits.

500 560

270

5(11

scit

1.2.4 Every 0.3 mt. higher plinth over normal plinth height of 0.6 mt on CF. area only)

270 27; 1771`

1.2.5

Every 0.30 nu. deeper foundations

over normal depth of 1.20 metre Ion CF. area only

1.2.6

Making stroneet foundations to take load of one additional floor at a later date (on area of additional Om 0111\ I

1.7.7

Strip foundations in poo; soil having bearing capacity less than 10 tonnes. sqmt. (on G. F. area only )

270

2270

:a.

12.8 Resisting Earthquake forces ljj: ;

:‘t • i g I

1

114'. ) 1.2.9 0)45'0 R.C.C. Raft foundations

(ground floor onk

C

650 650 STILT PORTION

Stilt Portion of Multistorey RCC structure (ut to ht of 3.35m) Applicable area only

4 PUNTH .4 RE.4 8_47

countirnurr ug tO d depth or i 5- nos (on ground floor area only.)

troncer strur rt:va I members rn tnk, heraN y ioaJ dbo• t .500 NS..

upto 1000 KV.S, Sqm.

Larger modules over 35 sqm

BASEMENT FLOOR

Floor ht. 3.35 nurs with normal water. proofing.

EXTRA FOR BASEMINT WITH

Every 0.3 hit. addl. Height (above 3.35 mt.

Reduction for every 0.5 m. less height of basement than normal height 3.35 mt.

With wet riser system

With sprinkler system

FIRE ALARM SYSTEM

Automatic Fire Alarm System

Operation Theatre (OF!)) (Extra rovision )

L(r) 15110

(-1280)

Pressurized mechanical ventilation system in the basements (with supply of Exhaust blowers) „

450

than 45m height. Rates marked as*under items 1.4.2 & 1.5.2 for residential building are NBC 2005 applicable for apartment houses more

Every030mt additional height (above 335m)

Note

S •

PLINIW ARE. PATES

1

/

I

. '

. . S'.. No

_ Description

\o,, -Residential I _ _ Residential 1 .--1

S I Ullti

above

Type-1. II. Net 1.1 :111

1r1 /4 . j_0

Lc: III 'I. pt. -IN I

VII,. OftictA oiler /Hospital,

Schools

_t_

-4 I

Hostel

-- .

,.

1 ,0

211

-

LOAD BEARbG CONSTRUCTION

.

_

-

- -

Floor height 3.35 mt.

15000

14100

14000

127(1) 2.1.1 Single storeyed

2.1.2 Doubled storeyed

-

- 2.1.3 Three storeyed

_ Iscce

16000

14000

14000

-

. 2.1.4 Four storeyed .

.-,

,

-

., '..,

2.2 Floor height 2.90 mt.

__ - 13300 11600 12Si1) 141Th 2.2.1

2.2.2

Single storeyed - 11'700 11 -.,•oLi i 7400 1$1C'3

Double storeyed

2.2.3 Three storeyed - - 1331)0 11000 l2Sa0.0 13400

2.2.4 Four storeyed - 7 - 14000 17200 i:tfaxt 14300

..,

....., • .„.

4 . , -

:.. .,

.

eir

kew

.....

b"--

23 Scooter & Cycles sheds - - - 1(1500 1u5ou Iu500

2.4 Garrages - _ _ u-s,k3u 1(xx/ri WW1

Extra tor 1- •

2.5.1 Every 0.3 mt, additional height

above normal height 1.35 mt./2.90 mt. 270 230 270 ro 27: 270

2 5 2 . . Every 0.3 mt. 'higher plinth over normal plinth.height of 0.60 Mt.

(on eround floor area only) - 270 270 ro 27' Th . 2-0

2.5.3 Every 0.3 mt. deeper foundations over nounal depth of 1.20 mt

(on GF. area only) 170 1'70 770 270 1-, , _ . 270 j

2.5.4 Making stronger foundations to r Ike load of one additional floor

at a later date on area of additional floo: only 1 -SO 7811 780 t-,:tp - to ' 7 530

2.5.5 Foundations on poor soils havin; hearing capacity less than 10 Tisqmt. _ 520 520 _ 521.0 5 to 521f 52U _

2.5.6 - - - -

Foundation on poor soils requiring under reamed pile 6 mt. lone • 5600 5600 5600 510.1 :to, .1 . 50/,10

7.5.7 R.C.C. Raft foundation (G.F. area only) 6450 ()450 6450 N5t; /,..hi: N511

-1 2.5.8 Pile foundation up to a depth

.Dir 15 mrr. (GT. area only) 11730 11 750 11-50 II -:,, 11 -51 , il-50

2.6'

Extra for resisting Earth-quake

.F ewes

r

-d

- I_

2.6.1 In Zone V 1050 1050 1050 i losil 11150 1050

5

Pt/ VT/I ARE.

SI. No. Description Non -Residential Residential Office Collette :Hospitals

School, /-1(“tel Type-I. II. ITT & servant Qtrs.

Type —TV

Qtrs. Tyr VI

a bo 1

4 0 8

2.6.2 j Buildings of two storeyes or more in Zone 111 & IV 570 520 520 I 520 s?0

2.6.3 Resisting earthquake forces in Zone 11 and single storey buildings in Zone III& IV

2.7 Stronger structural members to take heavy loads above 500 Kg /sqm. Up to

1000 Kg/sq mt. 1500 1500 1500 1500 I 1500 I 150 2.8 Larger modules over 35 sqmt. 1800 1800 1809 1800 I 1800 I 180 2.9 Fire-fighting

2.9.1 With wet riser system 500 500 500 500 2.9.2 'kb sprinkler system 750 750 750 J 750 I 750 750 2.10 FireAlarm System

2.10.1 Manual Fire Alarm system 270 I 2 270

2.102 Automatic Fire Alarm system. 500 I 500 500 2.11 0.P.9. Operation Theatre etc. 7150

Note Rates for items are applicable on entire plinth area except for items 1.2.4. 1.2.5. 1.2.6. 1.2.7. 1.2.9.1.2.1 0.1.5. 1.6. 1.7. 2.5.2.2.5.3,2.5.4, 2.5.5,2.5.6.2.5.7,2.18, 2.8, 2.9, 2.10, and 2.11.

0.339 n

0.5

PLIM1TH AREA RATES 7

S. No. Description Office & Hospita

College Ifln. lA Quarter

II Ill lk \ IV] & unto e

10 11 SERVICES

Internal "ate: suocly

saititar., :nista:Ian:tins

. alit: Of 511:H61 111Z

H normal Building (1.0B)

External service connection

Internal electric

installations

1

15% of

building

cost

of

normal

building

(1.0B)

'Cote The ebo‘c does not include Set.% lot C01111CCII Ch:112C.5 ciectrilicatiori

'15% of

building cost

Power wiring and plugs 4%

Central Call bell system I%

Lightening conductors

Mal

111

t Note : - Quality control charge of 1% should be taken in estimate only when client departnicut request lb; 111

3.5 Internal electric

installations for terminal building and other allied xtructures in airports .

Extra for : 3.6

3.6.1

3.6.2

3.6.3

3.6.3.1 Upto 4 storeyed building

5 io 8 storeys buildings

Beyond S storeyed

buildings

3.6.4 Telephone conduits

Quality assurance

Computer conduitine

Centralized Intercom system

Schools

2

0.5%

0.5Q;

Internal electric

installations for laboratoCies of schools

II .

I

8

SI.No. Type of lift Capacity l'ensttrts,

Weight s

Speed in :‘I 'it.

Travel I Doors Trontri)i I Price

I I i IR.. Its Ittes:s I

I

Addl. Pi for each addition

flour IR i

- 2 u \ 10

4.0 L11-1 S I

4.1 Passenger lifts

4.1.1 Passenger lin S 544 kt, ii, C-4 Po‘Aer

orccarCd

ACV \V1

I " 1.125.0(

4.1.2 Passenger lift S 54L.1(g. I Cri-f. 1,o)i.er

operated 111-1

1,15.00

41.3 Passenger lift 13 1884 Kg. 1.0 Cr-4 Power

operated

kn .

1 AT 2L3 1.25.00

4.1.4 Passenger lift 13 884 K. 1.5 G-5 Power

operated

.ACV

\W

'S 00 1.25.00

4.1.5 Passenger lift 16 10881:g. 1.0 G-4 Power

operated

l ACV

VAT 26.00 1.50.001

4.1.6 Passenger lift 16 10S3 g.n. 1.5 (5-'5 Power

operated

ACV

\W

34.00 1.50.00(

4.1.7 Passenger lift 16 ''10331(2. 2.5 G-12 .

Power

oceiatco . ACV

vvr -0(10 1.50.01)(

4.1.8 Passenger lift (Bed lift)

70 13604. 0S5 G-4 Power

operated

ACT

\W

2400 1.50,00C

4.1.9 Passenger lift 10 1360 Kg. 1.5 0-5 Power

operated

ACV

\ VT

321)0 1.50,000

4.1.10 . Passenger lift -in 1360 Kg. 25 Ci-‘12 'over

operated

At:A.

'‘ V'

-51-vs 1.80.000

4.7 Goods lifts

(2 speed l I

4.2.1 I Ton G-4 1 26.LO 85.000.

4.22 2 Ton 0 5 (..)-4 -i -,1.xt 85.000.

4.2.3 3 Ton . 025 (1r4 41.00 1.00.000

Note:- 1. ACVVVF=AC variable voltage variable f equeric. 2. Provision for lift may,alse be taken for the buildings having floor loss than 4

SI.No. Description Rates in Rune(

5 WATER T.-YNK (RCC ONLY)

5.1 Overhead tank without independent staging 15 Titre

5.7 Overhead tank upto stak_iniz height 10 nitric:, 25 I :me.

5.3

,

Overhead tank l% ith stavine heiyht between 20 merry,: arid upto 30 nien es -;() Lit-re.

5.4 Overhead rank with srauing height between :' ,.1 metres and 40 men es 135 Litre

5.5 L ntierground sump 18 Litre

Level Ii ng,

Internal roads & path,

SI. No.

6.!

6.2

6:3

6 -1.1

9

I

_T Rates in Rupees

1 I i •7 sq!,.

! • -

1 -r

DEVELOPMENT OF SITE

Description

Filter k‘ater

hti

Et. stint.

>gm

5qin

sc,in

Perip.reeal grid mri- rr.ri p:pa;.•

Ln!Thered "ate, Ilrof3

Storm water drains

Horticulture Operations

.Street lighting

PLINTH AREA RATES

With fluorescent lamps

i Sri sqn;

I tc; sivn.

Note :- spn

6.7.2 With HPMV Lamps

6.7.3 jWith i-1PSV Lamps

67 4 Exit Sian board i'c electric sienage

, (I) 'Tile rates are per sqm and are to be applied on the entire areas of the plinth

• clot to be de \ eloped

(2) These rates will applyto normal conditions and normal layout pians..lfan) ektras arc requited duo in nature in 1:iyi cutting or bringing services. from large distances, then additional pro

x ision should be made, .T (3) Cost of bulk services water supply, sewage disposal a)

Tube wells, pumps. open wells, treatment plant, e..:tension of lines from source of local bodies. head 1kOrkS (b) Sewage pumps, sewage treatment plants, septic tanks. c tension of cut.thll sew Cr de5 p:)5a l

these rates. Extra provision depending upon site conditions may be made for !hest',

. (4) Cost of HT sub - station equipments. LT distribution system. DC

FOIS, rt*nry. atr-cor..5:TIC.1,111 3,1d ,r,(• aesthetic external tighting with metal halide lamp & facade tight ins. addressable Mc :Mum system, rising maim. L PS. lights,

external service connections storage water cooler. 1131k15. CCT V. access control stern rui sectirn) tsotur

Sc' it tor lighting etc. are not included in above rates and the same are to be taken cc per actaa!

.11330d:in lencnemil

2.0' Alshall be adopted lot GPO and CPRA.

1.0(8; may be adopted for other buildings.

The green measures considered for CI N II & Electrical works

(a) Over deck insulation and Applieet:on of high SRI retlecm e paint on ;he roof

b) Masonry work in super structure with .Autoetsvt:to Acrzned Concrete I AAr Harks ach Hrdk,

(c) Window with reflective glass coaung High performane double eland unit

(di Paints with low VOC options.

(e) Rain water hapestmg. If) D I

Hospitals) —ep,acement of core.entionJi oiHer cock o:th pHar cike sens.0: and r,,ar! Technolot,

included.)

AC plant w ith Vk' F eih‘ es and ECBC corn-Lunt ch Hers. efricienci mamr„ . uplmi!,,er s eic

(h) Automated Iighti nU controls with dc:. tight sonsois and PIRs etc.

R.K. Saraswat )

Executive Engineer (TAS)-1

CIDWD, Nirman Bhawan,

New Delhi

(g)

N Iat,mra Pro sad

Superimending Engineer ( -1 A S

CPV.D, Nwman Bila Wen.

ci wit,' mu roe etc.

alC:H.C. included in

'kit rnvolYing ill line.

1- :111/V1.2...‘07 .1,S hist U'. lane, obstruction

titer' hearing s)stem. mr of the proposed

"I II') 011!Cf`f, and

Cos: Of flan l not

-iv K. Rohde!

ChielEnUnetl iCSch ('P WI n:man B nav, an

New 1.):2111;

0 3.2.3

3.2.4

L

M.S. tubular2ioia section corrosion resistant coated shutters. WIre mesh shutters may also he provided at the discretion of Zonal Chief Engineer Scratch proof aluminium window. Shutters to match tvIth tijoic

Same as 'Type Ito If I.

Same as Type IV

Same as Type I to III except that panelling will be aboth side decorati ve, pre-lanai nated particle board. •

Same as Type I to 111

Same as Type I to ill

Same as Pipe I to III

Partlypa nelled and partly wi re mesh '1 /4s ith stainless s teel wire mesh The pane Thug with pre. laminatedparticle board

both side decorative. $5 111111 till ck panelled shutter kVi.th hard wooi style and rails.

2.; Super structure

2.2

: Type 1.11.111 & Servant Qtrs. I Pipe -EA I Bearing capacity 10 tonne; per sq. metre.

Type —spread foundation III BCC isolated 30mbincd. continuous u all too tine with lean concrete.

Depth upto 1.2 metres below ground ie‘ el

ACCframed construction .a.tth tiller walls in brick work or load bearing construction if brick...stone masonry with intermediate columns where found necessary.

Internal partition- half brick masonry in cement mortar 1:4

it

L.

10

f Item no. Item

Li

I Foundar:Jn

I.?

Pt3 v771 AREA

SPECIFICATIONS FOR RESIDENTIAL BUILDINCs .AliNEX11.

1.3

Type—% Al It

Applicahle: to all

Type Vaud VI

Pressed steel frames made out of corrosion resistant coated sheet of 1.6 mm thick with double rebate

T-Iron Pressed steeliPre-casi frames.

Pressed steel frames made out of corrosion resistant coated sheet of 1.6 mm thick with double rebate. scratch proof aluminium sheets. poly-propylene windows Pressed steel frames made out of corrosion resistant coated sheet of / .6 nun thick with single tebate factor) manufactured precast RCC frames.

Same as Type IV

Same as Type ly

3.2.2

3.2

M.S. tubular box section corrosion resistant coated shutters. Wire mesh shutters may also be provided at the discretion of Zonal Chief Eneineer.

Double door, one with iron grill with wire mesh mosquito proof and other 35 trim thick panelled shutter with hard wood style and rail with panelling of pre-laminated particle board, one side decorative other side balancing.

Solid PVC shutters 28 min thick

Partly panelled and partly wire mesh with stainless steel wire mesh. The panelling with pre-laminated particle board, one side decorative-35 min thick panelled shutter with hard wood style and rails.

Shutters Window

Main DOM'

W.C:' Bath room

Kitchen door

L..

Skirting/Dado In toilets

Finishing External

Ceramic white glazed tiles mm. size 8- x 12") upto door lintel level.

Acrylic smooth exterior finish or washed stone grit plaster or exposed brick work

tinernal All walls and ceilings to be treated

with the 2 mm thick POP folloned

with a coat of acrylic: oil bound

distemper except ceiling which )vill

be done with uhite wash. Synthetic

enamel paint on all ‘kood work and steel work. •

S No. Item

Ty e I, II, Ill & Servant Qrs.

4

4.1 Flooring

Bedrooms/ living rooms

Grey/Beige color ceramic floor tiles (size 12" x 12" Matt finish) of

approved design

4.2 Kitchen, internal

circulation area

Ceramic floor tiles (size 12' x 12" Matt finish) of approved design

PLINTH AREA RATES

S No. Item

c Other doors

3.3

Fittings

3.4 Peep hole and

security chain for external

door only

Type I. II, III & Sen ant Ors,

35 mm thick oane!ed shutters 'sih haft's' ood ie and rad with oanellinf.- of pre-

lams:la:cc board, one c;de decor SIR

Powder coated NI S. fittings stair.:ess steel fitonzs

Yes

Type IV

Same as Type I toll!

Powder crated aluminium

stainless steei fittings

Yes

Type V and VI

I 35 rpm thickpane:fed . Shuners with hard wood

rail "'ii,

pant;img of pre boarj. haft,

s!de: decerauce

Same as type !\

Yes

11

Note: 1. In item no. 3 of Wood wort if any other option of local material is available, the same can also be used by

the respective Chief Engineers.

External sliding door bolt and handles will be in powder coated M.S. or stainless steel. Koba treatment on roofing in all type of quarters.

4.4 Kitchen work to

4.5 Toilets

4.3 Common circulation area, staircase

Type IV

Same as Type Ito III

Same as type to Ill

Same as type.' to III

Same as type Ito III

Premium ACryiiC smooth

exterior finish w ith additive of silicone or washed foosai,

plaster in ordinary cement

-or ex osed brick work -

Same as type Ito III

Same as type Ito Ill

Same as Type Ito Ill

T‘pe V end VI

Granite with pre-polished and premoulded nosing

Rectified ceramic floor tiles (size 16 ' • If, ')Nlan finish.

ant, skid or approved design

Ceramic white glazed tiles (min. size 8" x 12") upro ceiling ht. with decorative band of riles

PremiumAcrylic smooth exterior finish W101 addatees

oisilicone or tolled mosaic,

pIIiSIeF Ill_ord mac._ cement- .. or nposeu hick 1% ork

All 'A ails and coddles to be treated tr oh the 2 mm thick POP fonog.ed hy plastic

emulsion paint ekeepi ceilInL'n hcn will he done

ith w hire wash S”stheric enamel paint on all wood

work and steel work.

( 0 Kotastone flooring and matching skirting. In staircase, single piece pre-polished kota stone slab with

pre-finished nosing be used.

(ii) Dado of ceramic tile light grey' dull green shade 12' x 12" size upto

120 cm ht. above skirting iicgreen marble nosing.

Green marble pre-polished with re-moulded nosing

Ceramic floor tiles iSize 12' x 12 1 Matt finish/anti skid of approved design.

Grey/Beige color rectified

ceramic floor tiles (size I 6" k 16' Man finishi of approveddesi n.

Rectified ceramic floor tiles size 16 ), 16 Matt finish)

of approved design

Same as Mae Iv

Documents

cremation ground