(b) in prop 1cement: 4 sand :8 coarse aggregate by volume€¦ · 150 m ridge principal rafter...

15

0

75m

m

RIDGE

PRINCIPAL RAFT ER

STRUT PERL IN

TIE BE M

250

FRONT ELEVATION

P.L.

ORIGINAL G.L.

P.C.C. FLOOR BASE

D.P.C.

FULL BRICK

THICK BRICK WALL.

TIE BEAM (250 X 300)

1 No 12mm bend up bars

RAISED G.L.

1350mm

ORIGINAL G.L.

300mm

250mm

6mm tie up bars @ 150mm spacing

3 No 12mm Bottom bars

50mm

2500mm

8mm Bars @ 150 C/c

Main bar

6 No 12mm bars

200 250

8mm Bars @ 150 C/c

Main bar

6 No 12mm bars

150

A

4375

FINISHED

PRODUCT

STORAGE

(4375 x 3850)

RAW

MATERIALS

STORAGE

(4375 x 7700)

9200

150

D2

D2

4375

PLANT ROOM

4375 X 11700

150

A

50MM THK. WITH 65 MM THK CC FLOOR

FLAT BRICK SOLING

COMPACTED EARTH

FILLING

SECTION=A-A

SCHEDULE OF OPENING

SL NO.

PARTICULARS SIZES(MM)

1

R. S. DOOR, D1

1800 x 2250

2 DOOR, D2 1200 x 2100

3 WINDOW, W 900 X 1200

4 VENTILATION, V1 900 X 500

. ALL DIMENSINS SHOWN ARE IN MM UNLESS

MENTIONED OTHERWISE.

2.THE DRAWING SHALL BE READ, NOT TO BE

SCALED.

3.DISCREPENCY IF ANY SHOULD BE BROUGHT

TO THE NOTICE OF THE PLANNER/DESGNETR

BEFORE EXECUTION.

4.SUPERVISION BY QUALIFIED TECHNICAL

PERSON IS NECESSARY.

150mm

75mm (1:4:8) PCC

F.B.S.

1500mm

TYP ICA L CO LUM NS DE TAIL

FO R FEE D P RO CE SS ING UNIT

200

200

112 CHAJJA

4 No of 10mm

Bar s

450 6MM @150 MMC/C

8MM @150 MMC/C

D1 D1 PLAN ,ELEVATION, SECTIONAL ELEVATION OF FEED

PROCESSING PLANT OF BIRANGANA AGRO PROCESSING CLUSTER AT BOITAMARI, BONGAIGAON . UNDER DAG

NO - , PATTA NO -

4 No of 12mm

Bars

150

4375

150

9200

4375

150

ROOF BAND FEED PROCESSING PLANT

(AREA= 110.40 SQM)

DRAWING NO: DHC/PW/01/20_21

OWNER,S SIGN :

OWNER,S SIGN :

1200

0

15

0 1

50

15

0 7

70

0 3

85

0

1170

0

15

0

1200

0

90

0 4

88

0 1

98

5

250

25

0

25

0

250

55m

m

STRUCTURAL DETAILS OF FEED PROCESSING PLANT OF BIRANGANA AGRO PROCESSING CLUSTER AT BOITAMARI, BONGAIGAON . UNDER DAG NO - , PATTA NO -

DRAWING NO: DHC/PW/02/20_21

Abstract of estimate of FEED PROCESSING PLANT of Birangana Agro Processing Cluster at Boitamari Bongaigaon based on APWD (B) 2013-2014 Schedule

Sl No. Item No. Particulars Unit Quantity Rate (Rs/unit) Amount (Rs)

1 1.1 Earthwork in excavation for foundation ................................... including bailing out water

where necessary as directed and specified.

CuM

84.375

(A) Up to a depth of 2.00m below the existing ground level.

(a) In ordinary soil

Total = 84.375

2 4.1.1 Providing soling in foundation ......................... and if necessary dewatering, complete.

Sqm

176.385

(a).Brick on flat soling.

Total = 176.385

3 2.1.1 Plain cement concrete works.................................................... specified including dewatering if

necessary, and curing complete (shuttering where necessary shall be measured and paid

separately).

CuM

5.591

(b) In prop 1cement: 4 sand :8 coarse aggregate by volume

Total = 5.591

4 2.2.1(A) Providing and laying plain/reinforced cement croncrete works cement............................

and paid separately)

CuM

13.593

(A) In substructure up to plinth level

Foundation, footing, columns ................................. up to plinth level.

b) M20 grade concrete or Prop. 1:1.5:3

Total = 13.593

5 3.1.1 Providing form work of ordinary timber ................................................................. work in:

Sqm

48.300

3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(b) Using 25mm thick plank

Total = 48.300

6 3.1.1.2 Sides of tie beams, grade beams etc. at or below ground level.

Sqm

63.963


Total = 63.963

7 4.1.4 Brick work in cement morter with 1st class brick including racking out joints and curing

complete as directed.

CuM

10.092

(I) In Sub-structure upto plinth level including dewatering if necessary

(b) In proportion 1:4.

Total = 10.092

8 1.3 Earth/ sand filling in plinth ......................................................................... may be necessary.

CuM

55.988

(c) With river sand or silt (predominantly non plastic) by truck carriage including loading

and unloading.

Total = 55.988

Expenditure up to Plinth

9 2.1.3 Providing and laying 25mm thick damp proof course ................. complete as directed. Sqm

4.670

Total = 4.670

10 2.2.1(B) Providing and laying plain / reinforced cement conc. work in prop. (1:1.5:3 -M20)

(A) In super structure from plinth level to 1st floor level

CuM

8.409

Total = 8.409

11 2.2.3 Extra over item Nos. 2.2.1 (I) (B), above for each subsequent

CuM

4.506

Above 3.00 m level

Total = 4.506

12 3.1.1 Providing form work of ordinary timber plank .................................... lain concrete work.

Sqm

65.880

3.1.1.3 Columns, Pillars, Posts & Strut

(a) Square, Rectangular, polygonal in plan or any shape like

Total = 65.880

13 3.1.1.4 Sides and Soffits of beams etc Sqm

72.990

Total = 72.990

14 3.1.5 Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas,

balconies and the like.

Sqm

2.700

(a) Floors etc. upto 200mm in thickness.

(ii) Using 25mm thick plank

Total = 2.700

15 18.1.1 Supplying, fitting and fixing in position r/f bars ......................... (up to 1st floor level)

Qtl

25.183

(a) From Primary Producer TATA/SAIL/Jindal/Shyam/RINL

(ii)Super Ductile (SD) TMT reinforcement bars

Total = 25.183

16 4.1.8 1st class brick nogged wall in ........................................................................ separately)

Sqm

114.139

Up to 3.00 m

Total = 114.139

17 9.1.2 Providing wood work in frame (chowkaths) of doors, .................................................. and

masonry as directed and specified.

(a) With sal wood

Cum

0.101

Total = 0.101

18 9.9.2 Providing, fitting and fixing full panelled doors/ windows.........................................

(other fittings to be measured and paid separately )

Sqm

4.366

B) With 1st class local wood

(i) 40 mm thick.

Total = 4.366

19 18.5.3 Providing, fitting and fixing steel windows of .......................... complete as per drawing.

Sqm

7.920

a) Openable

Total = 7.920

20 18.4.2 Providing and fixing rolling shutters of approved make ......................... for the shutters.

Sqm

16.200

Total = 16.200

21 6.2.2(A) 15mm thick cement plaster in single coat on half brick/concrete ................................. finish

even and smooth including curing complete as directed.

Sqm

273.294

A) On rough side (b)In prop cement mortar (1:4)

Up to 3.00 m

TOTAL AREA

B) On fair side

= 273.294

22 6.2.2(B) Sqm

308.805

Grand Total = 308.805

23 6.2.5 Extra over item no 6.2.1 to 6.2.3 for plastering on ............................ complete as directed. Sqm

2.700

Total = 2.700

24 6.2.7 Extra over item no 6.2.1 to 6.2.3 for exterior .................................................... directed. Sqm

146.230

Total = 146.230

25 2.1.2 Plain cement concrete floor base in prop1:3:6 laid in alternate ........... etc. complete.

Sqm

137.835

b) 50mm thick

Total = 137.835

26 5.1.4 65 mm thick cement concrete floor consisting of 50 mm ......................................... directed. Sqm

137.835

Total = 137.835

27 5.1.10 Cement plaster skirting with cement mortar in prop. 1:3 .......................................... floor.

Sq.m

25.440

(a) 15 mm thick

Total = 25.440

28 13.7.2 Applying priming coat over new steel and other metal surface ......................................... and Sqm

55.440

Total = 55.440

29 13.7.4(b) Painting two coats (excluding priming coat) on new steel ............................................. surfaces

of all dirt, dust and other foreign matter .

Sqm

55.440

(b)High gloss (Asian paint/ Berger paint/ ICI paint /J & N paint /Nerolac)

Total = 55.440

30 13.6.3 Applying priming coat over new wood and ......................................................... knotting.

(a). With ready mixed paint , Wood primer (pink)

Sqm

13.104

Total = 13.104

31 13.6.5 Painting two coats (excluding priming coat) on new wood and wood based surface with

(i).Surfaces over 100mm in width or girth.

Sqm

13.104

b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

Total = 13.104

32 13.2.2 m) Distempering two coats with oil bound distemper of approved ................. smooth.

Sqm

435.869

(i).Priming coat with distemper primer

(ii). Top coat

= 435.869

= 435.869 435.869

33 13.2.3 a) Applying one coat of cement primer of approved brand ......................................... sand

papered smooth.

Sqm

146.230

Total = 146.230

34 13.2.3 b) Finishing wall with water proofing.................................................... powdered materials. Sqm

146.230

Total = 146.230

35 16.1 Providing and fixing clear sheet glas................................( ..................... made separately)

Sqm

6.080

(1). Area of glass panes not exceeding 0.15m2

(c). 3.00mm thick.

Total = 6.080

36 18.3.1 Providing fitting, hoisting and fixing of roof trusses .................................................... as per

design and drawing as directed.

Qtl

16.676

a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S.

Total = 16.676

37 8.1.1 Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE

/ ................................. (Roof trusses and purlin etc.to be measured and paid separately).

Sqm

178.440

(b) 0.50 mm thick

Total = 178.440

38 8.1.2 Providing galvd iron ridging of TATA SHAKTEE / SAIL ........................... as directed.

Cost of Civil Works

Add 7% for GST

For electrical cost (attached separately)

Total

Add 1% against contingency

Grand -Total

Say,

(b) 0.50 mm thick

Rm

13.200

(ii) 230 mm lapping

Total = 13.200

39 Supplying, fitting and fixing of roof top Air Ventilator .................................................. 200 mm LS 4

Detailed estimate of FEED PROCESSING PLANT of Birangana Agro Processing Cluster at Boitamari Bongaigaon based on APWD (B) 2013-2014 Schedule

Sl No. Item No. Particulars Unit Quantity Rate(Rs/unit) Amount(Rs)

1 1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column,

steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion

of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of

surplus earth with all lead and lifts as directed and specified in the following classification of soils

including bailing out water where necessary as directed and specified.

CuM

84.375

(A) Up to a depth of 2.00m below the existing ground level.

(a) In ordinary soil

Footing (F1) 15 x 1.50 x 1.50 x 2.50 = 84.375

Total = 84.375

2 4.1.1 Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand

packed and laid to level and in panel after preparing the subgrade as directed including all

labour and materials and if necessary dewatering, complete.

Sqm

176.385

(a).Brick on flat soling.

Footing (F1) 15 x 1.50 x 1.50 = 33.750

Ramps floor 4 x 3.00 x 3.00 36.000

Walls of ramps 4 x 3.00 x 0.40 = 4.800

Raw materials storage 1 x 4.38 x 7.70 = 33.726

Finished product storage 1 x 4.38 x 3.85 = 16.863

Plant room 1 x 4.38 x 11.70 = 51.246

Total = 176.385

3 2.1.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for

footing steps, walls, brick works etc. as directed and specified including dewatering if necessary,

and curing complete (shuttering where necessary shall be measured and paid separately).

CuM

5.591

(b) In prop 1cement: 4 sand :8 coarse aggregate by volume

Footing (F1) 15 x 1.50 x 1.50 x 0.075 = 2.531

Ramps floor 4 x 3.00 x 3.00 x 0.075 = 2.700

Walls of ramps 4 x 3.00 x 0.40 x 0.075 = 0.360

Total = 5.591

4 2.2.1(A) Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down

graded stone aggregate including dewatering if necessary, and curing complete but excluding cost

of form work and reinforcement for reinforced cement concrete work (form work and

reinforcement will be measured and paid separately)

CuM

13.593

(A) In substructure up to plinth level

Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls,

walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to

plinth level.

b) M20 grade concrete or Prop. 1:1.5:3

Footing (F1), base 15 x 1.20 x 1.20 x 0.15 = 3.240

Footing (F1), tapered portion 15 x 0.73 x 0.73 x 0.3 = 2.365

Column(all) 15 x 2.50 x 0.25 x 0.25 = 2.344

Tie beam (X dir) 5 x 8.45 x 0.25 x 0.3 = 3.169

Tie beam (Y dir) 3 x 11.00 x 0.25 x 0.3 = 2.475

Total = 13.593

5 3.1.1 Providing form work of ordinary timber planking so as to give a rough finish including centering,

shuttering, strutting and propping etc., height of propping and centering below supporting floor to

ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain

concrete work in:

Sqm

48.300

3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.


Footing (F1), base 15 x 4 x 1.20 x 0.150 = 10.800

Column up to Plinth 15 x 4 x 2.50 x 0.250 = 37.500

Total = 48.300

6 3.1.1.2 Sides of tie beams, grade beams etc. at or below ground level.

Sqm

63.963


Tie beam (X dir) 5 x 1 x 8.45 x 0.85 = 35.913

Tie beam (Y dir) 3 x 1 x 11.00 x 0.85 = 28.050

Total = 63.963

7 4.1.4 Brick work in cement morter with 1st class brick including racking out joints and curing

complete as directed.

(I) In Sub-structure upto plinth level including dewatering if necessary

(b) In proportion 1:4.

Outer long wall 2 x 11.00 x 0.23 x 0.600 = 3.036

Outer short wall 2 x 8.45 x 0.23 x 0.600 = 2.332

Partition wall 1 x 4.23 x 0.23 x 0.600 = 0.584

CuM

10.092

Ramp wall X dirn 4 x 3.00 x 0.23 x 0.300 = 0.828

Ramp wall Y dirn 8 x 3.00 x 0.23 x 0.600 = 3.312

Total = 10.092

8 1.3 Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage,

watering, ramming etc. complete as directed and specified including payment of land

compensation, forest royalty, sales tax and other duties and taxes as may be necessary.

CuM

55.988

(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and

Raw materials storage 1 x 4.38 x 7.70 x 0.460 = 15.514

Finished product storage 1 x 4.38 x 3.85 x 0.460 = 7.757

Plant room 1 x 4.38 x 11.70 x 0.460 = 23.573

Ramp 4 x 2.54 x 3.00 x 0.300 = 9.144

Total = 55.988

Expenditure up to Plinth

9 2.1.3 Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with

graded stone agg. of 10mm down nominal size including providing approved damp proof

admixture in proportion as recommended by the manufacturer including curing etc. complete as

directed.

Sqm

4.670

Outer long wall 2 x 11 x 0.15 = 3.300

Outer short wall 2 x 8.45 x 0.15 = 2.535

Partition wall 1 x 4.23 x 0.15 = 0.635

Total = 6.470

Deduction

Door, D1 4 x 2.40 x 0.15 = 1.440

Door, D2 2 x 1.20 x 0.15 = 0.360

Total = 1.800

Net area = 4.670

10 2.2.1(B) Providing and laying plain / reinforced cement conc. work in prop. (1:1.5:3 -M20) 1 cement: 1.5

coarse sand:3graded stone aggregate 20 mm down ..................... etc (I) Using mixture machine

(A) In super structure from plinth level to 1st floor level

Column C1 15 x 4.88 x 0.25 x 0.20 = 3.660

Lintel - long wall 3 x 11.00 x 0.12 x 0.200 = 0.792

Lintel- short wall 2 x 8.45 x 0.12 x 0.200 = 0.406

Lintel- partition wall 1 x 4.23 x 0.12 x 0.200 = 0.102

Roof band - long wall 3 x 11.00 x 0.25 x 0.200 = 1.650

CuM

8.409

Roof band - short wall 3 x 8.45 x 0.25 x 0.200 = 1.268

Roof band gable wall 4 x 4.95 x 0.12 x 0.150 = 0.356

Chajja 4 x 1.50 x 0.45 x 0.065 = 0.176

Total = 8.409

11 2.2.3 Extra over item Nos. 2.2.1 (I) (B), above for each subsequent floor or part

thereof above the 1st floor level.

CuM

4.506

Above 3.00 m level

Column C1 15 x 1.88 x 0.25 x 0.20 = 1.410

Roof band - long wall 3 x 11.00 x 0.25 x 0.200 = 1.650

Roof band - short wall 3 x 8.45 x 0.25 x 0.200 = 1.268

Roof band gable wall 2 x 4.95 x 0.12 x 0.150 = 0.178

Total = 4.506

12 3.1.1 Providing form work of ordinary timber plank so as to give rough finish including centering,

shuttering, structuring and propping each, height of propping entering below, supporting floor to

exceeding 4.0m and removal of the same for inside r/f concrete and plain concrete work.

Sqm

65.880

3.1.1.3 Columns, Pillars, Posts & Strut

(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc.

having plane vertical face

Column C1 15 x 2 x 3.00 x 0.45 = 40.500

Total = 40.500

Above 3.00 m level

Column C4 & C5 15 x 2 x 1.88 x 0.45 = 25.380

Total = 25.380


13 3.1.1.4 Sides and Soffits of beams etc

Lintel - (X Dirn ) 3 x 2 x 8.45 x 0.250 = 12.675

Lintel (Y dirn ) 3 x 2 x 11.00 x 0.250 = 16.500

Roof band (X Dirn ) 3 x 2 x 8.45 x 0.250 = 12.675

3 x 1 x 8.45 x 0.200 = 5.070

Roof band (Y dirn ) 3 x 2 x 11.00 x 0.250 = 16.500

3 x 1 x 11.00 x 0.200 = 6.600

Roof band gable wall 2 x 2 x 4.95 x 0.150 = 2.970

Sqm

72.990

Total = 72.990

14 3.1.5 Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas,

balconies and the like.

Sqm

2.700

(a) Floors etc. upto 200mm in thickness.

(ii) Using 25mm thick plank

Chajja 4 x 1.50 x 0.450 = 2.700

Total = 2.700

15 18.1.1 Supplying, fitting and fixing in position r/f bars conforming to relevant IS Code for RCC works/

RB walling including straightening, cleaning, cutting and bending to proper shapes and length as

per details, supplying and binding with 20G annealed black wire and placing in position with

proper blocks, supports, chairs, spacers etc. complete (up to 1st floor level)

(a) From Primary Producer TATA/SAIL/Jindal/Shyam/RINL

(ii)Super Ductile (SD) TMT reinforcement bars

Footing jali 10 mm bar @150 mm c/c

Footing (F1) 15 x 9 x 1.20 x 0.62 = 1.004

Tie beam 16 mm dia bar 2 at top and 2 at bottom with 8 mm stirrups @125 mm c/c

TB1 5 x 4 x 10.15 x 1.58 = 3.207

Nos. of stirrups=350 350 x 0.85 x 0.39 = 1.160

Tie beam 12 mm dia bar 3 at top and 3 at bottom with 8 mm stirrups @125 mm c/c

TB2 3 x 6 x 12.80 x 0.89 = 2.051

Lapping 3 x 6 x 0.60 x 0.89 = 0.096


Column reinforcment

Column C1(6-12 MM) 15 x 6 x 8.25 x 0.89 = 6.608

Lapping 15 x 6 x 0.60 x 0.89 = 0.481

Stirrups 8 mm @125mm c/C average


Lintel reinforcment

Lintel 4 nos.10 mm bar

Qtl

25.183

Lintel - (X Dirn) 5 x 4 x 4.20 x 0.620 = 0.521

Lapping 6 x 4 x 1.00 x 0.620 = 0.149

Lintel (Y dirn )) 9 x 4 x 2.50 x 0.620 = 0.558

Lintel (Y dirn )) 3 x 4 x 3.60 x 0.620 = 0.268

Lapping 12 x 4 x 1.00 x 0.620 = 0.298

Stirrups 6 mm @150 mm c/c average, total length= 54.15

Nos. of stirrups=370 1 x 370 x 0.55 x 0.22 = 0.448

Roof band reinforcment

Roof band 4 nos.12 mm bar

Roof band (X Dirn ) 3 x 4 x 9.60 x 0.890 = 1.025

Roof band (Y dirn)) 3 x 4 x 12.40 x 0.890 = 1.324

Roof band ( gable end) 4 x 4 x 5.00 x 0.89 = 0.712

Stirrups 6 mm @150 mm c/c average, total length= 78.15

Nos. of stirrups=524 1 x 524 x 0.90 x 0.22 = 1.038

Chajja reinforcement

Main bar (8mm@150 mm c/c) 4 x 11 x 0.75 x 0.39 = 0.129

Dist. bar (6mm@150 mm c/c) 4 x 4 x 1.50 x 0.22 = 0.053

Total = 25.183

16 4.1.8 1st class brick nogged wall in cement mortar including racking out joints and curing complete as

directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of

column to be embeded in cement mortar and will be measured and paid separately)

Up to 3.00 m

Outer long wall 2 x 11.00 x 2.80 = 61.600



Total = 120.764

Above 3.00 m level




Gable end 2 x 9.20 x 0.85 = 15.640

Sqm

114.139

Total = 22.535


DEDUCTION

Door, D1 4 x 1.80 x 2.25 = 16.200

Door, D2 2 x 1.20 x 2.10 = 5.040

WINDOW, W 4 x 0.90 x 1.20 = 4.320

VENTILATION, V1 8 x 0.90 x 0.50 = 3.600

Total = 29.160

Net area = 114.139

17 9.1.2 Providing wood work in frame (chowkaths) of doors, windows, clerestory windows and other

similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall

including supplying, fitting and fixing with M.S. hold fast (40mmx3mmx250mm) as per design

embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the

timber faces in contact with C.C and masonry as directed and specified.

Cum

0.101

(a) With sal wood

Door, D2 2 x 5.40 x 0.13 x 0.075 = 0.101

Total = 0.101

18 9.9.2 Providing, fitting and fixing full panelled doors/ windows including oxidised M.S butt hinges

(100mm x75 mm x3.55mm) with necessary screws (other fittings to be measured and paid

separately )

Sqm

4.366

B) With 1st class local wood

(i) 40 mm thick.

Door, D2 2 x 1.07 x 2.040 = 4.366

Total = 4.366

19 18.5.3 Providing, fitting and fixing steel windows of standard rolled steel sections as per relevant I.S.

Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete

block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm

and not less than 15mm wide) bolting device, steel handles, pegs, stays of 300mm long etc.

complete including providing 12mmx12mm sq. bars duly welded to steel frame at not more than

12cm c/c applying a priming coat of red-lead paint etc. complete as per drawing.

Sqm

7.920

a) Openable

WINDOW, W 4 x 0.90 x 1.20 = 4.320

VENTILATION, V1 8 x 0.90 x 0.50 = 3.600

Total = 7.920

20 18.4.2 Providing and fixing rolling shutters of approved make made of 80mm wide M.S. laths

interlocked together through their entire lenth and jointed together at the ends by end-locks

mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements

for inside and outside locking with push-pull operation complete including cost of wire, spring

and hood cover for the shutters.

Sqm

16.200

Rolling shutter, D1 4 x 1.80 x 2.25 = 16.200

Total = 16.200

21 6.2.2(A) 15mm thick cement plaster in single coat on half brick/concrete wall for interior plastering up to

first floor level including arises internal rounded angles not exceeding 80mm in girth and finish

even and smooth including curing complete as directed.

Sqm

273.294

A) On rough side (b)In prop cement mortar (1:4)

Up to 3.00 m

Outer/inner long wall 3 x 12.50 x 3.00 = 112.500



Total = 179.640

Above 3.00 m level

Outer/inner long wall 3 x 12.50 x 1.88 = 70.500



Gable end 2 x 9.20 x 0.85 = 15.640

Total = 128.214


DEDUCTION

Door, D1 4 x 2.40 x 2.25 = 21.600

Door, D2 2 x 1.20 x 2.10 = 5.040

WINDOW, W 4 x 0.90 x 1.20 = 4.320

VENTILATION, V1 8 x 0.90 x 0.50 = 3.600

Total = 34.560

NET AREA = 273.294

22 6.2.2(B) B) On fair side

b) In cement mortar 1:4

Interior wall

Inner long wall 1 x 12.50 x 3.00 = 37.500


Exterior wall



Chajja 4 x 1.63 x 0.520 = 3.390

Sqm

308.805

Total = 181.530

Above 3.00 m level =

Interior wall

Inner long wall 1 x 12.50 x 1.88 = 23.500


Exterior wall



Gable end 2 x 9.20 x 0.85 = 15.640

Total = 127.274


23 6.2.5 Extra over item no 6.2.1 to 6.2.3 for plastering on celling and soffits of stairs up to 1st floor

level (instead of plastering on walls) including curing complete as directed.

Sqm

2.700

Soffit of chajja 4 x 1.50 x 0.450 = 2.700

Total = 2.700

24 6.2.7 Extra over item no 6.2.1 to 6.2.3 for exterior plastering over wall up to a height of 1st floor

level above ground level including curing complete as directed.

Sqm

146.230

Exterior wall



Cjajja 4 x 1.63 x 0.520 = 3.390

Gable end 2 x 9.20 x 0.85 = 15.640

Total = 146.230

25 2.1.2 Plain cement concrete floor base in prop1:3:6 laid in alternate bays as specified with coarse agg.

of size 13mm to 32mm including dewatering if necessary, and curing etc. complete.

Sqm

137.835

b) 50mm thick

Ramps floor 4 x 3.00 x 3.00 36.000



Plant room 1 x 4.38 x 11.70 = 51.246

Total = 137.835

26 5.1.4 65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop.

1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick

wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of

size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using

cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete

as directed.

Sqm

137.835

Ramps floor 4 x 3.00 x 3.00 36.000



Plant room 1 x 4.38 x 11.70 = 51.246

Total = 137.835

27 5.1.10 Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a

floating coat of neat cement including rounding of junctions with floor.

Sq.m

25.440

(a) 15 mm thick



Total = 25.440

28 13.7.2 Applying priming coat over new steel and other metal surface ..........................................and sand

paper to give an even shade including cleaning the surfaces of all dirt, dust and other foreign

mattera) With readymixed "red lead /red oxide primer .

Sqm

55.440

Rolling shutter 2.20 x 4 x 2.40 x 2.25 = 47.520

Window, W 1 x 4 x 0.90 x 1.200 = 4.320

Ventilation, V1 1 x 8 x 0.90 x 0.500 = 3.600

Total = 55.440

29 13.7.4(b) Painting two coats (excluding priming coat) on new steel and other metal surface with enamel

paint of approved brand and manufacture (Asian paint / Berger paint / ICI paint / J & N paint

/Nerolac ) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter .

Sqm

55.440

(b)High gloss (Asian paint/ Berger paint/ ICI paint /J & N paint /Nerolac)

Area same as item no:13.7.2; Area= 55.440 = 55.440

Total = 55.440

30 13.6.3 Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after

and including preparing the surface by throughly cleaning oil, grease, dirt snd other foreign

matter , sand papering and knotting.

(a). With ready mixed paint , Wood primer (pink)

Sqm

Sqm

13.104

Door, D2 2.60 x 2 x 1.20 x 2.10 = 13.104

Total = 13.104

31 13.6.5 Painting two coats (excluding priming coat) on new wood and wood based surface with enamel

paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/

Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign

matter sand papering and stopping.

(i).Surfaces over 100mm in width or girth.

13.104

b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

Area same as item no: 13.6.3; Area= = 13.104

Total = 13.104

32 13.2.2 m) Distempering two coats with oil bound distemper of approved brand and manufacture and of

required shade on new wall surface to give an even shade, over and including a priming coat with

distemper primer of approved brand and manufacture after throughly brooming the surface free

Sqm

435.869

Area =[Area of item no. (6.2.2(A) plus 6.2.2(B))]- Area of item no.6.2.7 = 435.869

(i).Priming coat with distemper primer

(ii). Top coat

= 435.869

= 435.869 435.869

33 13.2.3 a) Applying one coat of cement primer of approved brand and manufacture on new wall surface

after throughly brooming the surfaces free from mortar droppings and other foreign matter and

including preparing the surface even and sand papered smooth.

Sqm

146.230

Area same as Item No. (6.2.7) = 146.230

Total = 146.230

34 13.2.3 b) Finishing wall with water proofing cement paint of approved brand and manufacture and of

required shade on new wall surface (two coats) to give an even shade after throughly brooming

the surfaces to remove all dirt and remains of loose powdered materials.

Sqm

146.230

Area same as Item No. (6.2.7) = 146.230

Total = 146.230

35 16.1 Providing and fixing clear sheet glass beded in putty and fixed with/without wooden bidding

including necessary cutting and glass to be required sized(payment for wooden bead shall be

made separately)

(1). Area of glass panes not exceeding 0.15m2

(c). 3.00mm thick.

Window, W 4 x 6 x 0.40 x 0.350 = 3.360

Ventilation, V1 8 x 1 x 0.85 x 0.400 = 2.720

Total = 6.080 Sqm 6.080

36 18.3.1 Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS

circular hollow section conforming to relevant I.S. code, as per approved design and drawings

including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc

Chromate primer and two coats of approved enamel paints complete including fitting necessary

cleats etc. for fixing ceiling joists as per design and drawing as directed.

Qtl

16.676

a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998

Nos. Length Wt/m(kg) Wt(Qtl)

Main building

Tie (60.3 mm OD) 3 x 9.20 x 5.10 = 1.408

Rafter (60.3 mm OD) 10 x 5.60 x 5.10 = 2.856

Strut 1 (48.8 OD ) 6 x 1.30 x 3.61 = 0.282

Strut 2 (48.8 OD ) 6 x 1.50 x 3.61 = 0.325

Strut 3 (48.8 OD ) 6 x 1.90 x 3.61 = 0.412

Strut 4 (48.8 OD ) 6 x 0.30 x 3.61 = 0.065

Strut 5 (48.8 OD ) 6 x 0.80 x 3.61 = 0.173

Strut 5 (48.8 OD ) 6 x 1.30 x 3.61 = 0.282

King post (48.8 OD ) 3 x 1.84 x 3.61 = 0.199

Purlin (60.3 mm OD) 10 x 13.10 x 5.10 = 6.681

Over entrance

Rafter (48.8 mm OD) 8 x 1.90 x 3.61 = 0.549

Strut 1 (48.8 OD ) 16 x 1.20 x 3.61 = 0.693

Strut 2 (48.8 OD ) 16 x 1.80 x 3.61 = 1.040

Purlin (60.3 mm OD) 4 x 8.50 x 3.61 = 1.227

Total 16.191

Clip, cleat, base plate etc@ 3 % of total = 0.486


37 8.1.1 Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting

and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25

mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss,

purlin etc. (Roof trusses and purlin etc.to be measured and paid separately).

Sqm

178.440

(b) 0.50 mm thick

Main building, Both side 2 x 5.60 x 13.20 = 147.840

Over entrance 2 x 8.50 x 1.80 = 30.600

Total = 178.440

38 8.1.2 Providing galvd iron ridging of TATA SHAKTEE / SAIL including supplying and fixing

necessary galvd screws/washers etc. complete as directed.

Rm

13.200

(b) 0.50 mm thick

(ii) 230 mm lapping

Ridge 1 x 13.20 = 13.200

Total = 13.200

39 Supplying, fitting and fixing of roof top Air Ventilator of stainless steel of dia 200 mm LS 4

Cost of Civil Works

Add 7% for GST

For electrical cost (attached separately)

Total

Add 1% against contingency

Grand -Total

ESTIMATE OF ELECTRICAL WORKS FOR

PROPOSED FEED PROCESSING PLANT OF BIRANGANA AGRO PROCESSING CLUSTER AT BOITAMARI, BONGAIGAON

BASED ON APWD SCHEDULE 2013-2014

INTERNAL AND EXTERNAL ELECTRICAL WORKS

Sl

No. APWD SL NO. Description Units Qty Rate Amount

A. SCHEDULE ITEMS

PART - 2 Wiring in surface/ recessed PVC conduit FR (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) cable

CIRCUIT WIRING

1. 2.7 Wiring for drawing sub-main line with P.V.C. insulated single core unsheathed industrial

(Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic

copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or

Equivalent Make as approved by the Deptt.) PVC conduit (Berlia/ AKG / Precision/ Presto

Plast/Polycab/ MW or equivalent make as approved by the Deptt.) including earth continuity in

surface/ recessed 20 mm. dia. 2mm thick/ heavy ISI marked IS: 9537 PART - III rigid PVC

conduit wiring system.

2.7.1 With 2 x 2.5 sq. mm. + earth continuity with 1x1.5 sq. mm. in 20 mm. dia. 2mm thick/ heavy

rigid PVC IS: 9537 Part - III conduit. RM

40

2.7.2 With 2 x 4 sq. mm. + earth continuity with 1x2.5 sq. mm. cable in 20 mm. dia. 2mm thick/

heavy rigid PVC IS: 9537 Part - III conduit. RM

10

2.7.3 With 2 x 6 sq. mm. + earth continuity with 1x 4 sq. mm. cable in 25 mm. dia. 2mm thick/ heavy

rigid PVC IS: 9537 Part - III conduit. RM

150

2.7.4 With 2 x 10 sq. mm. + earth continuity with 1x 6 sq. mm. cable in 32 mm. dia. 2mm thick/

heavy rigid PVC IS: 9537 Part - III conduit. RM

2. 2.9 Wiring for drawing sub-main line with P.V.C. insulated single core unsheathed industrial



Equivalent Make as approved by the Deptt.) in surface/ recessed PVC 20 mm. dia. 2mm thick/

heavy ISI marked IS: 9537 PART - III rigid PVC conduit (Berlia/ AKG / Precision/ Presto

Plast/Polycab/ MW or equivalent make as approved by the Deptt.) wiring system.

2.9.3 With 4 x 6 sq. mm. + earth continuity with 2x4 sq. mm. cable in 32 mm. dia. 2mm thick/ heavy

rigid PVC IS: 9537 Part - III conduit. Metre.

50

2.9.4 With 4 x 10 sq. mm. + earth continuity with 2x6 sq. mm. cable in 40 mm. dia. 2mm thick/ heavy

rigid PVC IS: 9537 Part - III conduit. Metre.

2.9.5 With 4 x 16 sq. mm. + earth continuity with 2x10 sq. mm. cable in 40 mm. dia. 2mm thick/

heavy rigid PVC IS: 9537 Part - III conduit. Metre.

40

3. 2.10 Wiring for 5 pin 6 amp plug with 1.5 sq mm P.V.C. insulated single core unsheathed industrial



Equivalent Make as approved by the Deptt.) including 5 pin 6 amp socket outlet (Anchor penta

/Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)make)

and 6 amp flush type switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent

make as approved by the Deptt.)make) earthing the 3rd pin of the socket as required on the

switch board in surface/ recessed P.V.C. conduit wiring system. When fitted on same board of

light and fan.

Each

2

4. 2.1 Wiring to 5 Aa pin 6 Amps plug point with 1.5 sq. mm P.V.C. insulated single core unsheathed

industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed

electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco /

Anchor or Equivalent Make as approved by the Deptt.) in surface/ recessed 2 mm thick/ heavy

rigid ISI marked IS: 9537 PART - III rigid PVC conduit (Berlia/ AKG / Precision/ Presto

Plast/Polycab/ MW or equivalent make as approved by the Deptt.) wiring system including

earth continuity with 1.5 sq. mm. cable to third pin of the plug socket etc. as required

complete.

5. 2.1 Wiring for 5/6 pin 16 Amps power plug point with 4 sq. mm. P.V.C. insulated single core

unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright

annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel

/Nicco / Anchor or Equivalent Make as approved by the Deptt.) in surface/ recessed conduit

wiring system including earth continuity with 2.5 sq. mm cable to the 3rd pin of the socket as

required complete with 20 mm. dia. 2mm thick/ heavy ISI marked IS: 9537 PART - III rigid PVC

conduit (Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved

by the Deptt.)

6. 2.2 Wiring for light/fan/call bell point with 3x1.5 sq. mm. P.V.C. insulated single core unsheathed

industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed

electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco /

Anchor or Equivalent Make as approved by the Deptt.) in surface/ recessed conduit wiring

system with 20mm dia 2mm thick / heavy rigid PVC IS: 9537 Part - III conduit (Berlia/ AKG /

Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) ceiling

rose etc. complete

2.17.1 Short point up to 3.00 metre. length. Each 5 2.17.2 Medium point up to 6.00 metre. Length. Each 4 2.17.3 Long point up to 10.00 metre. Length. Each 5

PART - SB. 8 MODULAR SWITCH

7. SB. 8.34 Supplying including and fixing of following Metal boxes for MODEL RANGE LEGRAND (MYRIUS),

ANCHOR (VIOLA), MK (WRAPAROUND/ PLUS), ABB (CHEIRON), KOLORS (KREST), SCHNEIDER

(VIVACE), CRABTREE in surface/ recessed system complete as per direction of department.

SB. 8.34.2 3 module type Metal Each 1 SB. 8.34.4 6-8 module type Metal Each 1 SB. 8.34.6 12-16 module type Metal Each 1

8. SB. 8.37 Supplying including fitting fixing of following front plate of suitable colour MODEL RANGE

LEGRAND (MYRIUS), ANCHOR (VIOLA), MK (WRAPAROUND/ PLUS), ABB (CHEIRON), KOLORS

(KREST), SCHNEIDER (VIVACE), CRABTREE as per direction of department.

SB. 8.37.3 3 module Each 1 SB. 8.37.6 6 module Each 1 SB. 8.37.9 16 module Each 1

9. SB. 8.42 Supplying with fitting fixing of blank plate single in modular switch system MODEL RANGE

LEGRAND (MYRIUS), ANCHOR (VIOLA), MK (WRAPAROUND/ PLUS), ABB (CHEIRON), KOLORS

(KREST), SCHNEIDER (VIVACE), CRABTREE complete as per direction of department.

Each

4

10. SB. 8.49 Supplying with fitting and fixing of 100 watt electronic modular fan speed controller 4 - Step 2 -

module type MODEL RANGE LEGRAND (MYLINC), ANCHOR (ROMA), MK (IVORY), ABB

(CLASSIC), KOLORS (KRAZE), SCHNEIDER (OPAL), PHILIPS, Havells including making necessary

connection as per direction of department.

Each

3

11. SB. 8.52 Supplying including installation of socket outlet 6/16 Amps 3/5 pin combine shuttered

complete , MODEL RANGE LEGRAND (MYLINC), ANCHOR (ROMA), MK (IVORY), ABB (CLASSIC),

KOLORS (KRAZE), SCHNEIDER (OPAL), PHILIPS, Havells including making necessary connection

as per direction of department.

Each

12. SB. 8.54 Supplying including installation of socket outlet 6 Amps 3 pin combine shuttered complete ,

MODEL RANGE LEGRAND (MYLINC), ANCHOR (ROMA), MK (IVORY), ABB (CLASSIC), KOLORS

(KRAZE), SCHNEIDER (OPAL), PHILIPS, Havells including making necessary connection as per

direction of department.

Each

2

13. SB. 8.55 Supplying with fitting fixing of 16 amp one way modular clip in switch, MODEL RANGE

LEGRAND (MYLINC), ANCHOR (ROMA), MK (IVORY), ABB (CLASSIC), KOLORS (KRAZE),

SCHNEIDER (OPAL), PHILIPS, Havells including making necessary connection as per direction of

department.

Each

14. SB. 8.57 Supplying with fitting fixing of 6 amp one way modular clip in switch, MODEL RANGE LEGRAND

(MYLINC), ANCHOR (ROMA), MK (IVORY), ABB (CLASSIC), KOLORS (KRAZE), SCHNEIDER (OPAL),

PHILIPS, Havells including making necessary connection as per direction of department.

Each

13

PART-13 SWITCH GEAR & PROTECTION

INDUSTRIAL SOCKETS, DB Without MCB & MCCB , MCB, RCCB, RCBO, SFU, CHANGE OVER

ETC. (ABB, Schneider MG, legrand, Hager make)

15. 13 Supplying fitting and fixing industrial Plug & Socket in surface mounting SPN sheet steel powder painted MCB DB incorporated with MCB DIN rail, neutral link Earth bar of the following

rating of DP MCB complete with making necessary connection etc. as specified and directed by

the Deptt.

13.1.1 20A Capacity. (ABB, Schneider MG, legrand, Hager make) Each 4

16. 13 Supplying fitting and fixing industrial Plug & Socket in surface mounting TPN sheet steel

powder painted MCB DB incorporated with MCB DIN rail, neutral link Earth bar of the following

rating of 4P MCB complete with making necessary connection etc. as specified and directed by

the Deptt.

13.2.1 ABB, Schneider MG, legrand, Hager make) Each

13.2.1.2 30/32A Capacity. Each

2

PART-15 MCB DB (ABB, SCHNEIDER MG, LEGRAND, HAGER MAKE) & (SCHNEIDER NEO BREAK, C&S, Havells, INDOASIAN, HPL OR EQUIVALENT

MAKE AS PPROVED BY THE DEPTT.)

MCB IN-comer SPN DB

17. 15 Supplying with fitting and fixing sheet steel, phosphatised, powder painted dust & vermin

proof Double door IP-43 surface mounting SPN MCB DB incorporated with bas-bar, Neutral

link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd. complete with

making necessary connection as approved, specified and directed by the deptt.

15.2.1 ABB, Schneider MG, legrand, Hager make)

15.2.1.3 8 way SPN Double Door Each

1

15.2.1.4 12 way SPN Double Door Each

MCB IN-comer TPN (Horizontal DB)

18. 16 Supplying with fitting and fixing sheet steel, phosphatised, powder painted dust & vermin

proof Double door IP-43 double door surface mounting TPN MCB DB incorporated with bas-

bar, Neutral link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd.

complete with making necessary connection as approved, specified and directed by the deptt.


15.8.1.1 4 way TPN (4+12) double door Each

15.8.1.3 8 way TPN (4+24) double door Each

MCCB IN-comer TPN vertical DB)

19. 15 Supplying with fitting and fixing MCCB income and MCB outgoing sheet steel, phosphatised,

powder painted single door surface mounting vertical TPN MCB DB incorporated with bas-bar,

Neutral link, Earth bar up to 125A and din rail etc fitted on wall with grouting nuts & bolts as

reqd. complete with making necessary connection as approved, specified and directed by the

deptt.


15.21.1.

1

4 way TPN (4+12) single door Each

1

PART - 16 MCB, MCCB, RCCB, RCBO (ABB, SCHNEIDER MG, LEGRAND, AND HAGER MAKE) & (SCHNEIDER NEO BREAK, C&S, Havells, INDO ASIAN,

HPL OR EQUIVALENT MAKE AS PPROVED BY THE DEPTT.) MCB (Conform to IS / IEC 60898-1:200/ MCCB (Conform to IS/IEC 60947-

RCCB (Conform to IS/IEC 12640 / 61008)

20. 16 Supplying with fitting and fixing single Pole 10 KA 240/415V 50Hz MCB of the following

capacity complete with making necessary connection as approved, specified and directed by

the deptt.

16.1.2 C Series

(Schneider MG, legrand, Hager make)

16.1.2.1 6 to 32A Each

8

16.1.2.2 40A Each

1

21. 16 Supplying with fitting and fixing DP 10 KA 240/415V 50Hz MCB of the following capacity


16.3.2 C Series

(ABB, Schneider MG, legrand, Hager make)

16.3.1.1 6 to 32A Each

16.3.2.2 40A Each

1

22. 17 Supplying with fitting and fixing 30/100/300mA sensitivity 240/415V 50Hz DP RCCB of the

following capacity complete with making necessary connection as approved, specified and

directed by the deptt.

16.7.2 100/300mA sensitivity DP RCCB

(ABB, Schneider MG, legrand, Hager make)

16.7.2.1 25A Each

16.7.2.2 40A Each

1

23. 16 Supplying with fitting and fixing TP 10 KA 240/415V 50Hz MCB of the following capacity


16.4.2 C Series(ABB, Schneider MG, legrand, Hager make)

16.4.2.1 6 to 32A Each 2

24. 17 Supplying with fitting and fixing 4P 10 KA 240/415V 50Hz MCB of the following capacity


16.6.2 C Series (ABB, Schneider MG, legrand, Hager make)

16.6.2.3 63A Each

MCCB with Thermal & Magnetic Release

25. 16 Supplying with fitting and fixing panel mounting open execution 25 KA 415V 50Hz 3P MCCB

(Ics=Icu, adjustable Ir setting 0.7) without enclosure of the following capacity complete with

making necessary connection as approved by the Deptt. as specified and directed by the deptt.

16.16.1 25 KA 415V 50 Hz 4P MCCB

(Schneider, legrand, Siemens make)

16.13.1.

4

63A Each

1

PART-22 EARTHING

26. 23 Supply, installation & testing of G.I. earth station with perforated 40 mm dia and 4.50 Metre

long heady duty G.I. pipe with necessary 40 mm dia. G.I. Fittings such as Socket, Tee, elbow,

nipple and 50 mmx40 mm G.I. reducing socket for funnel including locking arrangement 300

mmx300 mmx6 mm hinged cover C.I. earth plate complete with digging of earth pit,

construction of brick chamber and plastering of both inner & outer surface of wall as specified

and directed by the deptt .

Each

2

27. 22 22.12 Extra for using salt (5 K and Charcoal (64 K in pipe Earth Station pit to provide low impedance

ground in location of high soil resistivity as and when required and specified by the Deptt.

Each

2

28. #### Supply, installation & testing of Copper Plate earth station with 600 mmx600 mmx3 mm

copper earth plate with necessary 40 mm dia. G.I. medium duty watering pipe with G.I.

Fittings such as Socket, Tee, elbow, nipple and 50 mmx40 mm G.I. reducing socket for funnel

including locking arrangement with 300 mmx300 mmx6 mm C.I. hinged cover plate complete

with digging of earth pit, construction of brick chamber and plastering of both inner & outer

surface of wall as specified and directed by the deptt .

Set

29. #### Extra for using salt (5 K and Charcoal (96 K in G.I./Copper plate Earth Station pit to provide low

impedance ground in location of high soil resistivity as and when required and specified by the

deptt .

Set

30. #### Supplying & laying of 6 SWG G.I. earth from Earth Electrode (below G.L.) to electrical switch

gears or electrical machineries including making necessary connection as approved, specified

and directed by the deptt.

Metre.

60

31. #### Supplying & laying of 25X5mm size G.I. strips drawn on surface from earth electrode to

Electrical switch gears, machineries etc complete with supply of G.I. nuts & bolts, screws etc

including riveting, soldering & making necessary connection as approved, specified and


R.M.

32. #### Supplying & laying of 25X5mm size Copper strips drawn on surface from earth electrode to

Electrical switch gears, machineries etc complete with supply of Brass nuts & bolts, screws etc

including riveting, soldering & making necessary connection as approved, specified and


R.M.

PART - ECBC 1 FAN

33. ECB

C

1.1

Supplying including fitting fixing of following star rated A.C. Ceiling fan complete with all

accessories like down rod, canopy etc. of following sweeps with making necessary connection

cable, as approved by the Deptt.s etc. as required complete and as directed by the Department

[Without regulator]. (ORIENT PSPO make / Usha make/ CROMPTON make/ Havells/ ATC/ V

GAURD make)

ECBC

1.1.1

Energy efficient 5-star 1200 mm sweep. ORIENT PSPO / Usha / CROMPTON / Havells/ ATC or

equivalent make. [F] Each

3

34. 27 Supplying including fitting fixing of following A.C. Exhaust fan in the existing hole on the wall

of following sweeps with making necessary connection as approved by the Deptt.)as required

complete and as directed by the Department.

27.2.1 Domestic

27.2.1.1 2

Ventil Air DB 300 mm sweep (Havells make) [EF] Each

2

PART - 32 U. G. CABLE AND CABLE WORKS

35. 32 Supply and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV G Solid

Aluminium conductor up to 10 sq mm balance stranded conductor, XLPE Insulated, cores laid

up, PVC tape inner sheathed, Armour (Aluminium for single core up to 70 sq mm balance

Aluminium strip, Galvanised for cables up to 2x10 sq mm.3x10 sq mm,4x6 sq mm balance all

galvanised steel strip) , extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part

1) 1988 armoured U.G. cable U.G. cable laid in ground/partially in air (as required for

termination over ground including excavation of cable trench up to depth of 75cm, refilling,

protective brick covering, Sand cushioning etc complete handling of surplus spoil, debris et to

proper place as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/

Finolex make).

32.1.3 3 & 1/2 Core A2XFY

32.1.3.4 70.00 Sq. mm.3 & 1/2 Core armoured U.G. cable Metre

32.1.3.6 120.00 Sq. mm.3 & 1/2 Core armoured U.G. cable Metre

36. 33 Supply and laying of following size Solid Aluminium conductor up to 10 sq mm balance

stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour

(Aluminium for single core up to 70 sq mm balance Aluminium strip, Galvanised for cables up

to 2x10 sq mm.3x10 sq mm,4x6 sq mm balance all galvanised steel strip) , extruded PVC Type

ST2 sheathed, 650/1100V grade as per IS 7908(Part 1) 1988, LT armoured U.G. cable laid in

pucca flooring, road crossing, drain crossing as per site requirement and partially in air to

connection as approved by the Depts. the control switch, through medium duty G.I. pipe

(Tata/ Nezone make or equivalent as approved by the Deptt) bend and socket including

excavation and refilling the trench and making good damage done as specified and directed by

the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make)

PART- 34 CABLE KITS

PART - 36 OVER HEAD LINE

ITEMS APPROVED BY THE CHIEF ENGINEER P.W.D. (Bldg.), ASSAM, CHANDMARI, GUWAHATI-3 ON DATED 09-09-2019

40. 2 Supplying, installation, testing and Commission of the following indoor Decorative Surface

mounted 2' x 2' LED down lighter luminaries of model no-SM365C LED 32 -6500 PSU OD GR /

SM365C LED 32 -6500 PSU OD GH / SM365C LED 32 -6500 PSU OD GR /SM365C LED 32 -6500

PSU OD WH/ LSVR01S036SC / LSVR01S0365SN / LSVR01S0365SW/ CRCO10S038HP57G1

complete with all accessories such as ballast, starter etc. In the false ceiling type Armstrong

/Gypsum or similar ceiling mounting with necessary support with 1.5 sq.mm. P.V.C. insulated

S.C.copper conductor as required and as directed by the department ( Philips / Jaquar / Wipro

make). [CLT]

Each

41. 4 Supplying, installation, testing and Commission of the following indoor Decorative Recess

mounted LED down lighter luminaries of model no-LESP01R009XC / LESP01R009XN

/LESP01R009XW / L00957R000 / L00940R000 / L00930R000 /LD90-111 - XXX-65-XX

complete with all accessories such as ballast, starter etc. In the false ceiling type Armstrong

/Gypsum or similar ceiling mounting with necessary support with 1.5 sq.mm. P.V.C. insulated

S.C.copper conductor as required and as directed by the department ( Jaquar / LT / Wipro

make). [CL]

Each

42. 10 Supplying, fitting fixing of LED Batten Tubes high quality aluminium extruded with decorative

end caps connection with 1.5 Sq.mm 1 core PVC insulated round copper conductor as required

and as directed by the department.

b) BN021C LED 20 PSU CW GR S2 [TL] Each 9

Total Schedule

B. NON-SCHEDULE ITEMS

LT PANEL -RUBBER PROCESSING PLANT BUILDING

43. Analysis Supplying and installation of metal enclosed wall/floor mounted front operated cubical type

switch gear panel suitable for indoor installation conforming to IS: 8623 (Part I & II). Panel

should be made of sheet steel and thickness not less than 2mm and structural steel having light

section. The panel shall be completely dust tight and vermin proof and shall be painted with

anti corrosive and anti condensation type two coats of primer and two coats of paint. All wiring

shall be PVC insulated and PVC sheathed of 1100 volt grade of required size. The panel should

have provision of entry of cable at the bottom and also provision of out going feeders from the

bottom of the panel. The panel shall be incorporated with double busbar system. The bus bar

shall be of high quality copper of uniform cross section. The panel shall consist of the following

items (viz. Voltmeter, Ammeter, CT, indicating lamps, selector switch etc.) connected as per

drawing and shall be flush mounted on the front of the panel.

Set

Incommer:

a) 160 A 4P MCCB 25KA - 1 No.

b) Bus-Bars: 320 A TPN Electrolytic Copper Bus Bar of Size (40mmX5mm) – 1set

c) Digital Panel Mounted Energy (Kwh) Meter- 1No.

d) Digital Panel mounted Voltmeter - 1 No.

e) Digital panel mounted Ammeter - 1 No.

f) Voltmeter Selector Switch - 1 No.

g) Ammeter Selector Switch - 1 No.

h) Indicating Lamps - 3 Nos.

i) CT - 3 Nos.

j) Fuse holders & Fuse bases suitable for Cylindrical / DIN fuse-links and Fuse - 6 Nos.

Outgoing:

k) 100 A 4P MCCB 25KA - 1 No.

l) 40 A 4P MCB - 3 Nos.

m) 40 A DP MCB - 3 Nos.

n) 32 A DP MCB - 3 Nos.

44. Analysis Supply, Installation antistatic rubber mat suitable for 1.1 KV Voltage grade Sq.M

45. Supply, Fitting Fixing of Shock Treatment Chart Each

Total Non-Schedule

GRAND TOTAL [SCHEDULE ITEMS (A)+NON-SCHEDULE(B)] Rs.

(b) in prop 1cement: 4 sand :8 coarse aggregate by volume€¦ · 150 m ridge principal rafter...

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