ADM Building.

8/3/2019 ADM Building.

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DETAIL PROJECT REPORT GOVT. POLYTECHNIC @ AFZALPUR

GROUND FLOOR

SL NO. DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT

1 Earth work excavation for foundation #REF! cum 152.00 #REF!

2 ANTI-TERMITE #REF! Sqm 103.00 #REF!

3 PCC BED #REF! cum 2876.00 #REF!

4 FOOTING CONCRETE #REF! cum 4231.00 #REF!

5 CENTEIRNG FOR FOOTINGS #REF! Sqm 140.00 #REF!

6 PLINTH BEAM #REF! cum 4231.00 #REF!

7 Centering to plinth beams #REF! sqm 151.00 #REF!

8 COLUMNS #REF! cum 4231.00 #REF!

9 CENTERING FOR COLUMNS. #REF! sqm 211.00 #REF!

upto First Floor lintel level #REF! sqm 231.00 #REF!

10 CENTERING FOR circularCOLUMNS. #REF! sqm 555.00 #REF!

a. For additional Ht #REF! sqm 575.00 #REF!

11 UCRS MASONRY #REF! cum 1660.00 #REF!

12 CRS MASONRY #REF! cum 2756.00 #REF!

13 FOR RAMP #REF! cum #REF! #REF!

14 EARTH FILLING #REF! cum 68.36 #REF!

15 FLOOR BED #REF! cum 2876.00 #REF!

16 BRICK MASONRY 78.80 cum 3141.00 247495.23Rising of wall up to F.F lintel level 6.07 cum 3166.00 19223.95STEPS 3.21 cum 2996.00 9618.06PARAPET WALL 32.09 cum 2996.00 96126.66

16.a Partition wall 100.00 Sqm 530.00 52997.69

17 SILL & COPING 1.75 cum 3776.00 6614.78

18 Centering to SILL & COPING 10.00 sqm 441.00 4410.00

19 LINTEL BEAMS 6.00 cum 4231.00 25395.65

20 CENTERING FOR LINTELS 50.00 sqm 151.00 7550.60

21 CHAJJA 50.00 sqm 336.00 16800.72

ABSTRACT OF PROPOSED CONSTRUCTION OF ADMINISTRATIVE BUILDING AT

AFZALPUR DIST: GULBARGA

K R U T H IARCHITECTURAL CONSULTANTS

GULBARGA


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22 Centering to Chajja 75.00 sqm 160.00 11999.44

23 ROOF BEAM 20.49 cum 4231.00 86713.50

13.25 cum 4281.00 56741.66

24 CENTERING FOR ROOF BEAMS 136.65 sqm 151.00 20633.81

117.82 sqm 154.00 18143.66

25 ROOF SLAB 133.67 cum 4231.00 565536.62

26 Centering to Roof slab 357.79 sqm 207.00 74061.50

27 G.I.SHEET 17.40 sqm 865.00 15051.00

27.a Dome Portion with Polycorbonate sheets 19.80 sqm 15151.52 300000.10

28 Expansion joint 54.28 M 123.00 6676.44

29 Treatment to Expansion joint #REF! M 1112.00 #REF!

30 MAIN STAIRCASE #REF! cum 4231.00 #REF!

31 Centering to staircase #REF! sqm 305.00 #REF!

32 HAND RAILS 13.00 M 4020.00 52260.00

32.a fixing plaster mesh 100.00 M 30.60 3060.00

33 CEILING PLASTER 300.00 sqm 108.00 32400.13

34 PLASTERING INSIDE 4656.07 sqm 107.00 498199.18

35 PLASTERING OUTSIDE 1056.66 sqm 107.00 113063.04

36 WOODEN FRAMES 1.44 cum 54343.00 78457.71

36.a Fixing of door frame 11.00 No.s 655.00 7205.00

37 DOOR SHUTTER #REF! sqm 2414.00 #REF!

38 Fixing plain rolled glass #REF! sqm 563.00 #REF!

39 Ventilators #REF! kg 30.60 #REF!

40 SOLID PVC DOOR FRAME #REF! M 205.00 #REF!

41 SOLID PANEL PRELAM PVC DOOR SHUTTER #REF! sqm 2000.00 #REF!

42 Fixtures for door

Brass hinges #REF! each #REF! #REF!

Handles Front #REF! each #REF! #REF!

Back #REF! each #REF! #REF!

Al drops #REF! each #REF! #REF!

Tower bolts #REF! each #REF! #REF!


GULBARGA


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Tower bolts for toilet #REF! each #REF! #REF!

Latches #REF! each #REF! #REF!

Rubber bush & wooden door stopper. #REF! each #REF! #REF!For Sliding door #REF! each #REF! #REF!

43 Anodized aluminium windows and ventilators. #REF! sqm 2769.00 #REF!

44 Cement concrete. #REF! sqm 2546.00 #REF!For toilet ventilators adding 20% for louver V2 #REF! sqm 3055.20 #REF!

45 FLOORING #REF! sqm 830.00 #REF!

46 CERAMIC TILES #REF! sqm 583.00 #REF!

47 GLAZED TILES #REF! sqm 667.00 #REF!

48 COLAPSIBLE GATE #REF! sqm 2874.00 #REF!

49 SKIRTING #REF! M 641.00 #REF!

50 GRILL WORK 703.08 Kg 64.30 45208.04

51 POLISH TO WOOD #REF! sqm 76.84 #REF!

52 PAINTING TO steel #REF! sqm 74.41 #REF!

53 Wall Putti #REF! sqm 40.00 #REF!

54 plastic emulsion paint 4656.07 sqm 60.00 279364.03

55 plastic emulsion paint on Ceiling #REF! sqm #REF! #REF!

56 WATER PROOFING CEMENT PAINT 1056.66 sqm 50.00 52833.20

57 Shelves #REF! sqm 833.00 #REF!

58 H.Y.S.D. Steel #REF! qtl 4691.00 #REF!

59 COMPACTION Flagging area 199.70 sqm 3.08 615.08

60 Cement concrete of mix 1:4:8 using 40mm. 19.97 cum 2876.00 57433.72

61 Shahabad /cudappa stone FLOORING 199.70 sqm 478.00 95456.60

62 H.D.P.E. rain down water pipes 35.35 SQM 421.00 14882.35Outlet for Open to sky 16.38 SQM 421.00 6895.98Providing & fixing nahni trap with inspection

chamber for open to sky2.00 SQM 8365.00 16730.00

63 waterproofing treatment 891.10 SQM 518.00 461589.80

#REF!


GULBARGA


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DETAIL PROJECT REPORT


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GROUND FLOOR

SL.NO DESCRIPTION OF ITEM Qty UNIT RATE

1 Earth work excavation for foundation

KSRB 2-2.2 : Earthwork excavation for foundation of buildings, water supply,sanitary

lines and electrical conduits either inpits or in trenches 1.5m and above in width, in

hard soil not exceeding 1.5m. in depthincluding dressing the bottom and sides

ofpitsand trenches, stacking the excavated soilclear from deges of excavation with

lead upto50 m. after breaking of clods complete as per specifications. specifications.

No. KBS 2.(a) /2.3.5 Page No 6 Item No.2.4

574.04 CUM 152.00

2 ANTI-TERMITE

KSRB -3.2 : Providing and injecting chemical emulsion for Pre-constructional Anti-

Termite Treatment, creating continuous chemical barrier under and around the

column pits, walls, trenches, basement excavation, top surface of the plinth fi ll ing,

junction of wall and floor, along the external perimeter of building, expansion joints,

over the top surface of consolidated earth on which apron is to be laid, surroundig of

pipes and conduits, with chloropyriphos emulsifiable concentrates of 20%

concentration, including cost of chemical, diluting in water to one percent

concentration, labour, HOM of equipments, complete as per specifications. (Plinth

area of the building at ground floor only shall be measured). Specification No. KBS :

3.2.6 / 3.2.7 Page No.9 Item No.3.2

Area = 809.2 809.20 Sqm 103.00

3 P.C.C BED :KSRB 4-1.3 : Providing and laying in posit ion plain cement concrete of

mix 1:4:8 using 40mm and down size graded granite metal machine mixed, concrete

laid in layers not exceeding 15 cms. Thick, well compacted, in foundation and plinth,

including cost of all materials, labour, HOM of machinery, curing complete as per

specifications. Page No. 12 Item No.4.372.94 CUM 2876.00

4 FOOTING CONCRETE

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of mix

1:1.5:3 with 20mm and down size graded granite metal, machine mixed, concrete

laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth

and ground floor level for retaining walls, return walls, walls (any thickness) including

attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string

or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cil ls,

fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete

as per specifications.Page No. 12 Item No.4.11

203.07 cum 4231.00

5 CENTEIRNG FOR FOOTINGS: KSRB 4-6.1 : Providing and removing centering,

shuttering, strutting, propping etx., and removal of form work for foundations, footings,

bases of columns for mass concrete including cost of all materials, labour complete


493.56 Sqm 140.00

6 PLINTH BEAM

PROPOSED CONSTRUCTION OF ADMINISTRATIVE BUILDING AT AFZALPUR DIST: GULBARGA

EMPLOYER BIDDER


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KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of mix

1:1.5:3 with 20mm and down size graded granite metal, machine mixed, concrete

laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth

and ground floor level for retaining walls, return walls, walls (any thickness) including

attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string

or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cil ls,

fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete


54.31 cum 4231.00

7 Centering to plinth beams:KSRB 4-6.7 : Providing and removing centering,

shuttering, strutting, propping etx., and removal of form work for sides and soffits of

beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1

m in depth including cost of all materials, labour complete as per specifications.Page

No. 15 Item No.4.34

348.64 sqm 151.00

8 COLUMNS:KSRB 4.2.2 : Providing and laying in position reinforced cement concrete

of mix 1:1.5:3 with 20mm and down size graded granite metal, machine mixed,

concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation

plinth and ground floor level for retaining walls, return walls, walls (any thickness)

including attached plasters, columns, piers, abutments, pillars, posts, struts,

buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,

plain window cills, fillets etc., including cost of all materials, labour, HOM of

machinery, curing, complete as per specifications.Page No. 15 Item No.4.11

69.40 cum 4231.00

9 CENTERING FOR COLUMNS.:KSRB 4-6.5 : Providing and removing centering,

shuttering, strutting, propping etc., for columns, pillars, piers, abutments, post and

struts, square / rectanglurs / polygon in plan including cost of all materials, labour

complete as per specification.Page No. 15 Item No.4.32

482.04 Sqm 211.00upto First Floor lintel level 17.28 Sqm 231.00

10 KSRB 4-6.6 : Providing and removing centering, shuttering, strutting, propping etc.,

and removal of form work for columns, pillars, piers, post and struts, circular or

curved in plan including cost of all materials, labour complete as per

specification.Page No. 15 Item No.4.33

147.47 Sqm 555.00

upto First Floor lintel level 30.54 Sqm 575.00

11 UCRS MASONRY

KSRB 5-1.2 : Providing and constructing granite / trap / basalt rubble stone masonry

in foundation with cement mortar 1.8 (uncoursed), bond stones at two m. apart in

each course including cost of materials, labour, curing complete as per specifications.KBS 5.1.12 Page No.21 Item No.5.2

108.33 cum 1660.00

12 CRS MASONRY

KSRB 5-3.2 : Providing and constructing granite / trap / basalt size stone masonry in

basement with cement mortar 1:6 edges of stones chistle dressed in courses not

less than 15 cms high, bond stones at two m. apart in each course including cost of

materials, labour, curing complete as per specifications. KBN 5.1.13 Page No.21

Item No.5.8

41.56 cum 2756.00

EMPLOYER BIDDER


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13 FOR RAMP

KSRB 4-1.1 : Providing and laying in position plain cement concrete of mix 1:2:4

using 40mm and down size graded granite metal machine mixed, concrete laid in

layers not exceeding 15 cms. Thick, well compacted, in foundation and plinth,


specifications. Page No. 12 Item No.4.1 18.96 cum 3683.00

14 EARTH FILLING

KSRB 2.3 : Filling available excavated earth(excluding rock) in sides of foundations

upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited

layer by ramming after watering with lead upto 50 m. and lift upto 1.5m. including cost

of of all labour complete as per specifications. Page No 6 Item No2.10 (From sump

& septic tank)

683.82 CUM 68.36

for columns & wall fillings (50% of excavation) 55.48 CUM 68.36

15 FLOOR BED




including cost of all materials, labour, HOM of machinery, curing complete as perspecifications. Page No. 12 Item No.4.3

For Rooms (Qty as per earth filling) 85.48 cum 2876.00

16 BRICK MASONRY

KSRB 6-1.3 : Providing and cosntructing burnt brick masonry for basement and

superstructure with approved quality of non modular bricks of standard size of class

designation 35 with cement mortar 1:6 including cost of materials, labour charges,

scaffolding, curing complete as per specifications. Page No.26 Item No.6.3

157.59 cum 3141.00

Rising of wall up to F.F lintel level 2996+145+25 = 3166 6.07 cum 3166.00

Steps 3.21 cum 2996.00

Parapet 32.09 cum 2996.00

16.a Partition wall

KSRB 6-7.3 : Construction of partition wall 11.2 cms thick with non

modular ground moulded burnt bricks of class designation 35 with

cement mortar 1:4 including cost of materials, labour charges,

scaffolding, curing complete as per specifications. Page No.31 Item

No.6.2 Page No. 27 item No. 6.25Net Qty 187.55 Sqm 530.00

17 SILL & COPING


using 20mm and down size graded granite metal machine mixed, concrete laid inlayers not exceeding 15 cms. Thick, well compacted, in foundation and plinth,


specifications. Page No. 12 Item No.4.6

4.75 cum 3776.00

18 Centering for Sill & coping

KSRB 4-6.9 : Providing and removing centering, shuttering, strutting, propping etc.,

for edges of slabs and breaks in floor, cills, plinth including cost of all materials,

labour complete as per specification.Page No. 15 Item No.4.36

EMPLOYER BIDDER


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20.66 sqm 441.00

19 LINTEL BEAMS:KSRB 4.2.2 : Providing and laying in position reinforced cement

concrete of mix 1:1.5:3 with 20mm and down size graded granite metal, machine

mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in

foundation plinth and ground floor level for retaining walls, return walls, walls (any

thickness) including attached plasters, columns, piers, abutments, pil lars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor

blocks, plain window cil ls, fi llets etc., including cost of all materials, labour, HOM of


12.08 cum 4231.00

20 CENTERING FOR LINTELS

KSRB 4-6.7 : Providing and removing centering, shuttering, strutting, propping etx.,

and removal of form work for sides and soffits of beams, beam haunchings, cantilever

girders, bressumers and lintels not exceeding 1 m in depth including cost of all

materials, labour complete as per specifications.Page No. 15 Item No.4.34

112.76 Sqm 151.00

21 CHAJJA:KSRB 4.2.10 : Providing and laying in position reinforced cement concrete

of mix 1:1.5:3 (M20) with 12 mm and down size graded granite metal, machine

mixed, well compacted for plain chajja of 7.5 cms. Average thickness, upto ground

floor level, including cost of all materials, labour, HOM of machinery, finishing, curing,

complete as per specifications.Page No. 13 Item No.4.19

99.02 Sqm 336.00

22 Centering to Chajja:KSRB 4-6.10 : Providing and removing centering, shuttering,

strutting, propping etc., for chajjas, corbels etc., including edges including cost of all

materials, labour complete as per specification.Page No. 15 Item No.4.37

150.41 Sqm 160.00

23 ROOF BEAM:KSRB 4.2.2 : Providing and laying in position reinforced cement




thickness) including attached plasters, columns, piers, abutments, pil lars, posts,

struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor



50.50 cum 4231.00

13.25 cum 4281

24 CENTERING FOR ROOF BEAMSKSRB 4-6.7 : Providing and removing centering, shuttering, strutting, propping etx.,

and removal of form work for sides and soffits of beams, beam haunchings, cantilever

girders, bressumers and lintels not exceeding 1 m in depth including cost of all

materials, labour complete as per specifications.Page No. 15 Item No.4.34

255.28 Sqm 151.00

117.82 Sqm 154.00

EMPLOYER BIDDER


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25 ROOF SLAB :KSRB 4.2.2 : Providing and laying in position reinforced cement




thickness) including attached plasters, columns, piers, abutments, pil lars, posts,

struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor



133.67 cum 4231.00

26 Centering to Roof slab

KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etx.,

and removal of form work for flat surface such as suspended floors, roofs, landings,

balconies ad likes, thickness upto 200 mm including cost of all materials, labour


891.10 Sqm 207.00

27 G.I.SHEET

Roof covered by high tensile steel 550 Mps yield stress [ASTM A 446 grade-E) with

hot dip metallic 14th

coating of A2-Zn alloy (150 GMS/sqm total of both sides) A-Z 150

( as per ASTM or AS 1397) bare galvallum sheet with hot dip metallic coating,

including loading, unloading & transportation charges including lapping wastages,

self drilling screw with EPOM rubber washer labour charges lifting fixing bare

galvallum sheet for roofing and hammer drilling. Providing silicon setalent temporary

electrical supply & required scaffolding.

For Staircase 17.40 Sqm 865.00

27.a For Dome Portion with Polycorbonate sheets with fabrication.including rising of

columns & ring beam 19.80 Sqm 15151.52

28 Expansion joint

KSRRB 2600-2-2:Providing and fixing 20mm thick compressible fibre board inexpansion joint complete as per drawing and technical specification including cost of

materials, labour, complete as specification Specification No KRBS 2100 MOST

Specification No 2100 (Item No 31.3 page No 212

54.28 M 123.00

29 Treatment to Expansion joint

KSRRB -2600-1 : Providing & laying a burried expansion joint expansion gap being

20 mm covered with 12 mm thick 200 mm galvanised weldable structural steel plate

as per IS 262 placed simillarical to central l ine of joint resting freely over top surface

of deck concrete welding of 8mm dia 100 mm long galvanised nails placed 30 degree

c/c along the centre line of place all as specified cluse 2600-4 item no. 31.1 page

no.212.

For beams at slabs 37.80 M 1112.00

30 Staircase:KSRB 4.2.2 : Providing and laying in position reinforced cement concrete

of mix 1:1.5:3 with 20mm and down size graded granite metal, machine mixed,

concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation

plinth and ground floor level for retaining walls, return walls, walls (any thickness)

including attached plasters, columns, piers, abutments, pillars, posts, struts,

buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,

plain window cills, fillets etc., including cost of all materials, labour, HOM of


6.98 cum 4231.00

EMPLOYER BIDDER


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31 Centering to staircase

KSRB 4-6.11 : Providing and removing centering, shuttering, strutting, propping etc.,

and removal of form work for stairs (excluding landing) except spiral staircase

including cost of all materials, labour complete as per specification.Page No. 15 Item

No.4.38

33.26 sqm 305.00

32 HAND RAILSProviding and fixing stainless steel hand rails for a height of 900 mm using 62.50mm

dia of 16 gauge for top measure and verticals at 1.50m C/c and 50mm dia of gauge

stainless steel pipes of 4 rows below top measure at equal intervels including fixing

with 50mm dia G.I pipe including cutting, welding,bending wherever necessary with

suitable caps at top and bottom etc.,complete finishing with mat/shining finishing

etc.,complete as per technical specification and as directed by the Engineer-in-

charge of work.

13.00 M 4020.00

33 KSRB 15-18.2 : Providing and fixing plaster mesh 150mm wide manufactured out of

hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of

120gms per sqm width, along route of walls chipped for services, junction between

RCC and brick walls including cost of materials, labour, for fixing complete as perspecifications. (length of mesh only be measured for payment) (Item No 15.35) page

No 98

307.54 M 30.60

34 CEILING PLASTER:KSRB 15.3.13 : Providing 12mm thick cement plaster in single

coat with cement mortar 1:3, to ceiling including rounding off corners wherever

required smooth rendering, : Providing and removing scaffolding, including cost of

materials, labour, curing complete as per specifications.(Item No 15.21) page No 97

678.72 Sqm 108.00

35 PLASTERING INSIDE:KSRB 15.3.9 : Providing 18mm thick cement plaster in single

coat with cement mortar 1:6, to brick masonry including rounding off cornerswherever required smooth rendering, : Providing and removing scaffolding, including

cost of materials, labour, curing complete as per specifications.(Item No 15.17) page

No 109

Net Qty 5089.55 Sqm 107.00

36 Plastering outside:-KSRB 15.3.9 : Providing 18mm thick cement plaster in single

coat with cement mortar 1:6, to brick masonry including rounding off corners

wherever required smooth rendering, : Providing and removing scaffolding, including

cost of materials, labour, curing complete as per specifications.(Item No 15.17) page

No 109

Net Qty 753.21 sqm 107.00

Parapet 279.00 sqm 107.00

37 WOODEN FRAMES:KSRB 9.4-3 : Providing Matti / Nandi wood frames of doors,

windows, clerestory windows, venti lators and other frames, wrought, framed or

assembled including making plaster groves (excluding cost of cement concrete and

side clamps), but including cost of materials, labour, HOM of machineries complete

as per specifications. Page No. 44 Item No.9.12

1.44 Cum 54343.00

EMPLOYER BIDDER


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37.a KSRB 9-27.2 : Fixing of door frame in an existing opening including

embeeding frame in floor and walls after cutting masonry for holdfasts

for embedding holdfast in cement concrete 1:3:6 of 20mm and down

size granite metal painting two coats of coal tar to sides of frame,

making good the damages to walls and floor as required and disposalof the debries with lead upto 50 m including cost of materials, labour

charges, complete as per specifications.Page No. 58 Item No.9.81 11.00 No.s 655.00

38 DOOR SHUTTER

KSRB 9-8.2 : Providing and fixing in position fully panelled Honne wood shutters

for doors, styles and rails of 30mm. thick with bottom and lock rails 180 mm wide top

rail and styles 100mm wide as per drawing and panels of 20 mm thick including cost

of materials, labour, HOM of machineries complete as per specifications. (excluding

cost of fixtures ) Page No. 45 Item No.9.24

39.66 SQM 2414.00

39 Providing and fixing 4mm thick glass panels to steel windows including T.W beading

of 10mm thick and 2 coats of approved paints. (Item No 37.16 page No 232

DSR.2009-10

D 0.90

D1 2.88

3.78 SQM 563.00

40 Providing and fixing M.S bars to ventilators including cutting making holes in frame

work with two coats of approved paints. (Item No 37.19 page No 232

Density of 10mm steel = 0.62 15.62 Kg 30.60

41 SOLID PVC DOOR FRAME

Providing & fixing factory made PVC Door frame of size 50x47mm with a wallthickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at

corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the

entire door frame to be reinforced with 19x19mm M.S Square tube of 19gauge. the

door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as

per manufacturers specification & direction of Engineer-in-charge. Page No. 51 Item

No.9.84

57.00 M 205.00

42 SOLID PANEL PRELAM PVC DOOR SHUTTER

Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door

Shutters made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top

& bottom rails, covered with heat moulded Prelaminated PVC 'C' Channels of 5mm

thick sheet & 30x50mm wide to form styles & 5mm thick & 75mm wide PrelaminatedPVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide

cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC

sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the styles & rails

with PVC Designer beading on either side & joined together with solvent cement

adhesive etc., Complete as per manufacturers specification & direction of Engineer-in

charge fixed to frames with 3 nos of 75mm. aluminium hinges. Page No. 51 Item

No.9.85

D2 21.60 sqm 2000.00

EMPLOYER BIDDER


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43 Fixtures for door

Providing & Fixing below said DOOR Fittings for existing doors including cost of

materials etc.

Brass hinges 60.00 each 150.00

Handles Front 44.00 each 90.00

Handles Back 44.00 each 450.00

All drops 22.00 each 80.00

Tower bolts 60.00 each 75.00

Tower bolts for toilet 10.00 each 75.00

Latches 10.00 each 50.00

Rubber bush & wooden door stopper.22.00 each 50.00

For Sliding door 2.00 each 1000.00

44 WINDOWS:KSRB 7.11 : Providing and fixing in position anodized aluminium

windows and ventilators as per approved drawings with sliding shutters using three

track window frame of size 92x31.75mm bottom section 1.3 mm, thick, weight

1.07kg/m; sides and top sections 1.3mm, thick, weight 0.933 kg/m. shutter frame

section comprising top and bottom section of size 40mmx18mm, wallthickness

1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness

1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness

1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with

approved quality of fixtures such as aluminium handles tower bolts etc.; providing and

fixing 5.5mm. thick plain glass for shutters fitted with rubber beading all aluminium

sections anodised 12 to 15 microns thick including cutting to required length, joints

mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened

with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills

as the case may be, with

necessary steel screws, raul plugs or teak wood gatties including cutting masonry or

concrete and making good the original surface using cement mortar, aluminium

pretreated for removal of any rust and protection of further rust formation and coated

with the greasy materials for non-adhesion of mortar and any other sticky materials,

(this coating should be cleaned after installation) including coast of all materials,

fixtures, labour and HOM of machiery complete as per specification. Page No.31

Item No.7.11

47.70 sqm 2769.00

45 KSRB 7.7 : Providing and fixing in position in cement concrete 1:3:6 steel glazed

ventilators side hung/top hung fully openable as per approved drawings using Z

angles of 25x33x3mm, weighing 1.419Kg/m both for outer and inner frames and

central mullion section of size 25x46x3mm. weighing 0.839kg/m for glazing of

windows not more than 34 cms. c to c including providing and fixing 4mm. thick

reeded glass with teakwood beading of required size, all steel sections should

confirm to I.S 7452:1990, 4 nos. of holdfasts of approved size, section should be cut

to lenght welded and electrically grinded subdividing frames of unit shall be tenonnedand revetted into the frames electrically. all the steel surface shall be throughly

cleaned free of rust and painted with one coat of anti-corosive paint and finishing with

two coats of ready mix paint of approved colour and make including cost of materials,

fixtures, labour and HOM of machinery complete as per specifications.Page No.30

Item No.7.7.

V1 9.00 sqm 2546.00

For toilet ventilators adding 20% for louver

V 2.88 sqm 3055.20

46 FLOORING

EMPLOYER BIDDER


13/80


ProvidingVitrified glazed tiles flooring with 60 cms x 60 cms of approved

make, shade & size for flooring laed on bed of 12mm thick cement mortor 1:3

mix , flush pointing with white cement using colour pigment,including cost of

materials,labour curing as per specification (Item No 14.45) page No 93832.14 sqm 830.00

47 KSRB 14.14-5 : Providing Ceramic tiles of approved make, shade and size for

flooring, treads of steps and landings laid on a bed of 12 mm thick, cemetn mortar 1:3

mix, flush pointing with white cement using colour pigment, including cost of

materials, laobur, curing, complete as per specifications. For Ceramic Tiles of size

15x15cms(Item No 14.36 ) page No 92

43.33 sqm 583.00

48 GLAZED TILES

KSRB 14.14-2 : Providing colour glazed tiles of size 15 cms x 15 cms 10mm thick

for flooring, treads of steps and landings, laid on a bed of 12mm thick, cement mortar

1:3 mix, finished with flush pointing using white cement, including cost of mateirals,

labour, curing, complete as per specifications.(Item No 14.33 ) page No 92

79.20 sqm 667.00

49 COLAPSIBLE GATE : KSRB 7.1 : Providing and fixing in position collapsible steel

shutters with single or double leaf with vertical channel 20mmx10mmx2mm braced

with flat iron diagonals 20mmx5mm size, with top and bottom rails of T iron sections

of 40x40x6 mm with 38mm dia steel pulleys complete with bolt and nuts, locking

arrangements, stoppers, handles on both sides with 7.5cms openings at 10 cms. c to

c applying a priming coat of red lead paint. cost of materials, labour, HOM of

machinery complete as per specifications. Page No.29 Item No.7.1 3.36 sqm 2874.00

50 "Providing and fixing skirting of 300 mm high using prepolished water cut/gang saw

of 19mm thick grey granite 0.5mm wide chamfered width and depth and fixing in CM

1:4 of 20mm thick after chipping the walls etc., complete.".(Item No 14.50) page No

94

293.18 M 641.00

51 GRILL WORK:KSRB 7.9 : Providing and fixing M.S. grill work for windows and

ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combinatioon

of M.S. flats and square as per approved design, drawing including cutting steel

sections and welding the same to required pattern with a coat of red lead primer, cost

of materials, fixtures, labour and HOM of machinery complete as per specifications.

Page No.30 Item No.7.9

1341.90 Kg 64.30

52 KSRB 15-17.12 : Providing and applying polishing with french polish on new woodsurface and / or wood based surface to give an even surface after cleaning the

surface of all dirt, dust and foreign matter, sand papered smooth, including cost of

wood filler and materials, labour complete as per specifications. (Item No 15.64) page

No 103

169.10 sqm 76.84

53 PAINTING TO steel

EMPLOYER BIDDER


14/80


KSRB 15-18.2 : Providing and applying enamel metal paint two coats (excluding

priming coat) over new steel or other metal surface brushing to give an even shade

after cleaning oil, grease, dirt and other foreign matter, including cost of materials,

labour, complete as per specifications.(Item No 15.74) page No 104

63.30 sqm 74.41

54 wall Putti

Providing wall putti for plastering to wall and ceiling, including cost of materials,

labour, curing complete as per specifications.as per Market rate.

5768.27 sqm 40.00

55 KSRB 15-15.1 : Providing and applying painting in two coats with plastic emulsion

paint of approved brand with primer on wall surface to give an even approved shade

after throughly brushing the surface, free from mortar drops and other foreign matter

including preparing the surface even and sand paper smooth, cost of materials labour

complete as per specifications.(Item No 15.51) page No 100

QTY AS PER PLASTERING INSIDE 5089.55 sqm 60.00

56 CeilingKSRB 15-15.1 : Providing and applying painting in two coats with plastic

emulsion paint of approved brand with primer on wall surface to give an even

approved shade after throughly brushing the surface, free from mortar drops and

other foreign matter including preparing the surface even and sand paper smooth,

cost of materials labour complete as per specifications.(Item No 15.51) page No 100 60.00

KSRB 15-15.2 : Extra over item 15-15.1 for painting two coats with plastic

emulsion paint of approved brand and shade on ceiling and / or sloping roof

as per specifications.(Item No 15.51.2) page No 113 1.71QTY AS PER Ceiling PLASTERING 678.72 Sqm 61.71

57 WATER PROOFING CEMENT PAINT

KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof

cement paint of approved brand and shade with primer to give an even shade after

throughly brooming the surface to remove all dirt and loose powdered material, free

from mortar drops and other foreign matter cost of matrerials, labour, complete as per

specifications.(Item No 15.53) page No 101

Qty as per Plastering outside 1032.21 sqm 50.00

58 Shelves

KSRB 14.10-3 : Flooring with 25mm to 40mm thick polished Cadapa slabs using

cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid

to line and level and jointed with cement slurry mixed with pigment to match the

shade of the slab, including cost of materials, labour, curing, polishing complete as

per specifications.(Item No 14.17 ) page No 89.

31.76 sqm 833.00

59 H.Y.S.D. steel:KSRB 4.9.2 : Providing H.Y.S.D. steel (Cold, Twisted ) reinforcement

for R.C.C. work including straightening, cutting, bending, hooking, placing in position,

lapping and / or welding wherever required, tying with binding wire and anchoring to

the adjoining members wherever necessary complete as per design (laps, hooks and

wastage shall not be measured and paid) cost of materials, labour, HOM of

machinery complete as per specifications.Page No. 16 Item No.4.46

550.68 cum

1.14% 492.81 Qtl 4691.00

EMPLOYER BIDDER


15/80


60 COMPACTION Flagging area :KSRRB 300-7.3 : Compaction of original ground with

maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression

occuring during rolling including cost of all labour, HOM of machinery complete as per

specifications. Specification No. KRBS 300-1, 300.5 MORT & H Specification No. 301

to 305 (Item No 19.64) page No 133 Area = 199.7sqm 199.70 sqm 3.08

61 KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8




specifications. Page No. 12 Item No.4.3 19.97 sqm 2876.00

62 Providing shahabad /cudappa stone FLOORING 40 mm thick set in CM 1:8 with

cement pointing 1:3 proportion etc.., complete (Item No 37.80 page No 237

DSR.2009-10 . 199.70 sqm 478.00

63 KSRB 8.6-5 : Providing and fixing on wall surface 4.0kg/sq.cm H.D.P.E. rain down

water pipes 110 mm outer dia approved make and brand with necessary specials like

shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of

materials, labour, curing complete as per specifications.Page No.41 Item No.8.19 35.35 RMt 421.00

Outlet for Open to sky 16.38 RMt 421.00

Providing & fixing nahni trap with inspection chamber for open to sky 2.00 each 8365.00

64 KSRB 10-3 : Providing and laying integral cement based waterproofing treatment

including preparation of surface as required for treatment of roofs, balconies, terraces

etc., consisting of following application. (a) Applying and grouting a slurry coat of neat

cement using 2.75 kg/sqm of cement admixed with proprietary water proofing

compound conforming to IS:2645 over the RCC slab after cleaning the surface before

treatment. (b) Laying cement concrete using broken brick bats 25mm to 100mm size

with 50% of cement mortar 1:5 admixed with proprietary water proofing compound

conforming IS:2645 over 20mm thick layer of cement mortar 1:5 admixed with

proprietary water proofing compound to required slope and treating similary water

proofing compound to required slope and treating similarly the adjoining walls upto

300mm height including rounding off junctions of walls and slabs. (c) After two days

of proper curing, applying a second coat of cement slurry admixed with proprietary

water proofing compound

(d) Finishing the surface wit h20mm thick jointless cement mortar of mix 1:4 admixed

with proprietary water proofing compound and finally finishing the surface with trowel

and neat cement slurry and making of 300x300mm sqare. (e) The whole terrace so

finished shall be flooded with water for a minimum period of two weeks for curing and

for final test including cost of materials, labour complete as per specifications. Page

No. 56 Item No.10.30891.10 sqm 518.00

EMPLOYER BIDDER


16/80

GROUND FLOOR

SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE

16 BRICK MASONRY

KSRB 6-1.3 : Providing and cosntructing burnt brick

masonry for basement and superstructure with approved

qual ity of non modular bricks of standard size of class

designation 35 with cement mortar 1:6 including cost of

materials, labour charges, scaffolding, curing complete as

per specifications. Page No.26 Item No.6.3

For Outer walls 1 100.00 0.23 3.50 80.50

For Intermediate walls 1 20.70 0.23 3.425 16.31

2 2.00 0.23 0.45 0.41

97.22

Deduction

MD 1 3.50 0.23 2.40 1.93

CG 1 1.40 0.23 2.40 0.77

D 2 1.50 0.23 2.40 1.66

D1 3 1.20 0.23 2.40 1.99

D2 1 0.90 0.23 2.40 0.50

SD 1 1.00 0.15 2.40 0.36

W 3 2.10 0.23 1.50 2.17

W1 9 1.50 0.23 1.50 4.66

GW 2 2.00 0.23 1.80 1.66

V 8 0.60 0.23 0.60 0.66

V1 10 1.50 0.23 0.60 2.07

18.42

78.80 cum 3141.00

Rising of wall up to F.F lintel level 2996+145+25 =

3166 1 11.00 0.23 2.40 6.07 cum 3166.00

Steps 1 12.68 0.30 0.15 0.57

1 12.37 0.30 0.15 0.56

1 12.07 0.30 0.15 0.54

1 11.77 0.30 0.15 0.53

1 11.40 0.30 0.15 0.51

1 11.05 0.30 0.15 0.50

3.21 cum 2996.00

Parapet 1 155.00 0.23 0.90 32.09 cum 2996.00

16.a Partition wall:KSRB 6-7.3 : Construction of partition wall

11.2 cms thick with non modular ground moulded burnt

bricks of class designation 35 with cement mortar 1:4

including cost of materials, labour charges, scaffolding,

curing complete as per specifications. Page No.31 Item

No.6.2 Page No. 27 item No. 6.25 1 29.95 3.90 116.80

Deduction

D1 2 1.20 2.40 5.76

D2 4 0.90 2.40 8.64

SD 1 1.00 2.40 2.40

16.80

Net Qty 100.00 Sqm 530.00

DETAILED ESTIMATE OF PROPOSED CONSTRUCTION OF ADMINISTRATIVE BUILDING AT AFZALPUR DIST: GUL


17/80


17 SILL & COPING:KSRB 4-1.6 : Providing and laying in

position plain cement concrete of mix 1:2:4 using 20mm

and down size graded granite metal machine mixed,

concrete laid in layers not exceeding 15 cms. Thick, well

compacted, in foundation and plinth, including cost of all

materials, labour, HOM of machinery, curing complete asper specifications. Page No. 12 Item No.4.6

W 3 2.10 0.23 0.10 0.14

W1 17 1.50 0.23 0.10 0.59

V 8 0.60 0.23 0.10 0.11

V1 10 1.50 0.23 0.10 0.35

Parapet wall 1 24.57 0.23 0.10 0.56

1.75 cum 3776.00

18 Centering for Sill & coping

KSRB 4-6.9 : Providing and removing centering,

shuttering, strutting, propping etc., for edges of slabs and

breaks in floor, cills, plinth including cost of all materials,

labour complete as per specification.Page No. 15 Item

No.4.36

W 3 2.10 0.10 0.63

W1 17 1.50 0.10 2.55

V 8 0.60 0.10 0.48

V1 10 1.50 0.10 1.50

Parapet wall 1 48.40 0.10 4.84

10.00 sqm 441.00

19 LINTEL BEAMS: KSRB 4.2.2 : Providing and laying in

posit ion reinforced cement concrete of mix 1:1.5:3 with

20mm and down size graded granite metal, machine

mixed, concrete laid in layers not exceeding 15 cms thick,

vibrated for all works in foundation plinth and ground floorlevel for retaining walls, return walls, walls (any thickness)

including attached plasters, columns, piers, abutments,

pillars, posts, struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks, plain window

cills, fillets etc., including cost of all materials, labour, HOM

of machinery, curing, complete as per specifications.Page

No. 12 Item No.4.11

For Outer walls 1 100.00 0.23 0.20 4.60

For Intermediate walls 1 20.70 0.23 0.20 0.95

1 15.01 0.15 0.20 0.45

6.00 cum 4231.00

20 CENTERING FOR LINTELS


shuttering, strutting, propping etx., and removal of form

work for sides and soffi ts of beams, beam haunchings,

cantilever girders, bressumers and lintels not exceeding 1

m in depth including cost of all materials, labour complete


For Outer walls 2 100.00 0.20 40.00

For Intermediate walls 2 15.01 0.20 6.00

2 10.00 0.20 4.00

50.00 Sqm 151.00


18/80


21 CHAJJA: KSRB 4.2.10 : Providing and laying in posit ion

reinforced cement concrete of mix 1:1.5:3 (M20) with 12

mm and down size graded granite metal, machine mixed,

well compacted for plain chajja of 7.5 cms. Average

thickness, upto ground floor level, including cost of al l

materials, labour, HOM of machinery, f inishing, curing,


W 3 2.40 0.67 4.82

W1 8 1.80 0.67 9.65

GW 2 2.30 0.67 3.08

V 7 0.90 0.67 4.22

V 1 0.90 0.37 0.33

V1 5 1.80 0.67 6.03

Drop from slab 1 48.59 0.45 21.86

50.00 Sqm 336.00

22 Centering to Chajja: KSRB 4-6.10 : Providing and

removing centering, shuttering, strutting, propping etc., forchajjas, corbels etc., including edges including cost of all

materials, labour complete as per specification.Page No.

15 Item No.4.37

W 3 2.40 0.67 4.82

W1 9 1.80 0.67 10.85

GW 2 2.30 0.67 3.08

V 7 0.90 0.67 4.22

V 1 0.90 0.37 0.33

V1 8 1.80 0.67 9.65

Drop from slab 2 46.71 0.45 42.03

75.00 Sqm 160.00

23 ROOF BEAM:KSRB 4.2.2 : Providing and laying in




vibrated for all works in foundation plinth and ground floor

level for retaining walls, return walls, walls (any thickness)






No. 12 Item No.4.11

FB1 1 33.58 0.30 0.30 3.02FB2 1 40.00 0.30 0.30 3.60

FB3 2 7.83 0.30 0.45 2.11

3 6.33 0.30 0.45 2.56

FB4 3 9.37 0.30 0.45 3.79

FB6 1 30.00 0.30 0.60 5.40

20.49 cum 4231.00

FRB 1 25.30 0.30 0.45 3.42

FSB 1 35.20 0.30 0.45 4.75

RIB beam 15 1.24 0.3 0.45 2.511

1 19.08 0.30 0.45 2.5758

13.25 cum 4281

24 CENTERING FOR ROOF BEAMS


19/80




work for sides and soffi ts of beams, beam haunchings,

cantilever girders, bressumers and lintels not exceeding 1

m in depth including cost of all materials, labour complete


FB1 2 60.78 0.30 36.47FB2 2 39.87 0.30 23.92

FB3 8 3.13 0.45 11.28

6 2.53 0.45 6.84

FB4 14 3.75 0.45 23.61

FB6 2 28.78 0.60 34.54

136.65 Sqm 151.00

FRB 2 25.30 0.45 22.77

1 25.3 0.30 7.59

FSB 2 35.20 0.45 31.68

1 35.20 0.30 10.56

RIB beam 30 1.24 0.45 16.74

15 1.24 0.3 5.58

2 19.08 0.45 17.17

1 19.08 0.30 5.72117.82 Sqm 154.00

25 ROOF SLAB :KSRB 4.2.2 : Providing and laying in




vibrated for all works in foundation plinth and ground floor

level for retaining walls, return walls, walls (any thickness)






No. 12 Item No.4.11 1 0.15 143.03

Deduction

O.T.S -2 12.60 0.15 -3.78

For Dome -1 19.80 0.15 -2.97

Staircase -1 17.40 0.15 -2.61

133.67 cum 4231.00

26 Centering to Roof slab



work for flat surface such as suspended floors, roofs,

landings, balconies ad likes, thickness upto 200 mm

including cost of all materials, labour complete as per

specifications.Page No. 14 Item No.4.29 1 400.39 400.39

Deduction

O.T.S -2 12.60 -25.20

Staircase -1 17.40 -17.40

357.79 Sqm 207.00

953.50


20/80


27 G.I.SHEET

Roof covered by high tensile steel 550 Mps yield stress

[ASTM A 446 grade-E) with hot dip metallic 14th

coating of

A2-Zn alloy (150 GMS/sqm total of both sides) A-Z 150 (

as per ASTM or AS 1397) bare galvallum sheet with hot

dip metallic coating, including loading, unloading &

transportation charges including lapping wastages, self

drill ing screw with EPOM rubber washer labour charges

lifting fixing bare galvallum sheet for roofing and hammer

drill ing. Providing sil icon setalent temporary electrical

supply & required scaffolding.

For Staircase 1 17.40 17.40 Sqm 865.00

27.a For Dome Portion with Polycorbonate sheets with

fabrication.including rising of columns & ring beam 1 19.80 19.80 Sqm 15151.52

28 Expansion joint

KSRRB 2600-2-2:Providing and fixing 20mm thickcompressible fibre board in expansion joint complete as

per drawing and technical specification including cost of

materials, labour, complete as specification Specification

No KRBS 2100 MOST Specification No 2100 (Item No

31.3 page No 212

For beams at slabs 4 5.57 22.28

For columns 8 4.00 32.00

54.28 M 123.00

32 HAND RAILS

Providing and fixing stainless steel hand rails for a height

of 900 mm using 62.50mm dia of 16 gauge for top

measure and verticals at 1.50m C/c and 50mm dia ofgauge stainless steel pipes of 4 rows below top measure

at equal intervels including fixing with 50mm dia G.I pipe

including cutting, welding,bending wherever necessary

with suitable caps at top and bottom etc.,complete

finishing with mat/shining finishing etc.,complete as per

technical specification and as directed by the Engineer-in-

charge of work.

HAND RAILS 2 4.50 9.00

Connecting rods 4 1.00 4.00

13.00 M 4020.00

32.a KSRB 15-18.2 : Providing and fixing plaster mesh 150mm

wide manufactured out of hot dipped galvanised iron of

nominal thickness 0.35mm with a zinc coating of 120gms

per sqm width, along route of walls chipped for services,

junction between RCC and brick walls including cost of

materials, labour, for fixing complete as per specifications.

(length of mesh only be measured for payment) (Item No

15.35) page No 98 1.50

ESTATE OFFICE 1 7.00 7.00

STORE ROOM 1 3.53 3.53

ANTI CHAMBER 1 3.12 3.12

TOILET 1 2.32 2.32


21/80


PA. CHAMBER 1 3.60 3.60

PRI. CHAMBER 1 7.09 7.09

PASSAGE 1 2.02 2.02

1 2.76 2.76

STORE ROOM 1 3.41 3.41

Confi. Room 1 5.30 5.30

CONFE. ROOM 1 11.56 11.56

PANTRY 1 4.47 4.47TOILET 1 2.37 2.37

W.C 1 1.85 1.85

TOILET 1 3.09 3.09

PASSAGE 1 2.73 2.73

TOILET 1 4.77 4.77

TOILET 1 4.28 4.28

MAIN OFFICE & Record room area 1 24.71 24.71

100.00 M 30.60

33 CEILING PLASTER:KSRB 15.3.13 : Providing 12mm thick

cement plaster in single coat with cement mortar 1:3, to

ceiling including rounding off corners wherever required

smooth rendering, : Providing and removing scaffolding,including cost of materials, labour, curing complete as per

specifications.(Item No 15.21) page No 97

ESTATE OFFICE 1 2.46 5.20 12.80

STORE ROOM 1 1.49 2.07 3.07

ANTI CHAMBER 1 0.91 2.73 2.50

TOILET 1 0.91 1.50 1.37

PA. CHAMBER 1 1.68 1.74 2.92

PRI. CHAMBER 1 2.21 5.90 13.04

PASSAGE 1 0.53 1.90 1.01

1 0.53 3.05 1.62

STORE ROOM 1 1.39 2.10 2.92

Confi. Room 1 1.13 5.59 6.33

CONFE. ROOM 1 4.76 7.00 33.32

PANTRY 1 1.94 2.48 4.82

TOILET 1 0.88 1.65 1.46

W.C 1 0.53 1.65 0.88

TOILET 1 1.37 1.65 2.26

PASSAGE 1 0.73 2.55 1.86

TOILET 1 1.46 4.03 5.88

TOILET 1 1.13 4.03 4.54

MAIN OFFICE & Record room area 1 98.22 98.22

AREA 1 99.18 99.18

300.00 Sqm 108.00

34 PLASTERING INSIDE:KSRB 15.3.9 : Providing 18mm

thick cement plaster in single coat with cement mortar 1:6,

to brick masonry including rounding off corners wherever

required smooth rendering, : Providing and removing

scaffolding, including cost of materials, labour, curing

complete as per specifications.(Item No 15.17) page No

109

ESTATE OFFICE 2 7.66 3.85 59.00

STORE ROOM 2 3.56 3.85 27.37

ANTI CHAMBER 2 3.64 3.85 28.07

TOILET 2 2.41 3.85 18.60

PA. CHAMBER 2 3.42 3.85 26.33

PRI. CHAMBER 2 8.11 3.85 62.45

PASSAGE 2 2.43 3.85 18.71

2 3.58 3.85 27.57


22/80


STORE ROOM 2 3.49 3.85 26.89

Confi. Room 2 6.72 3.85 51.76

CONFE. ROOM 2 11.76 3.85 90.56

PANTRY 2 4.42 3.85 34.07

TOILET 2 2.53 3.85 19.51

W.C 2 2.18 3.85 16.79

TOILET 2 3.02 3.85 23.26

PASSAGE 2 3.28 3.85 25.25STAIRCASE 4 6.40 3.85 98.56

TOILET 2 5.49 3.85 42.26

TOILET 2 5.16 3.85 39.71

MAIN OFFICE & Record room area 2 222.21 3.85 1711.02

2 224.38 3.85 1727.73

Beam sides

FB1 2 151.94 0.30 91.16

FB2 2 99.67 0.30 59.80

FB3 8 7.83 0.45 28.19

6 6.33 0.45 17.09

FB4 14 9.37 0.45 59.03

FB6 2 67.80 0.60 81.36

FRB 2 25.30 0.45 22.77

1 25.30 0.30 7.59FSB 2 35.20 0.45 31.68

1 35.20 0.30 10.56

RIB beam 30 1.24 0.45 16.74

15 1.24 0.30 5.58

2 19.08 0.45 17.17

1 19.08 0.30 5.72

Columns 38 0.90 4.00 136.80

6 0.72 4.00 17.34

4784.05

Deduction

MD 1 3.50 2.40 8.40

CG 1 1.40 2.40 3.36

D 2 1.50 2.40 7.20

D1 8 1.20 2.40 23.04D2 10 0.90 2.40 21.60

SD 2 1.00 2.40 4.80

W 3 2.10 1.50 9.45

W1 17 1.50 1.50 38.25

V 8 0.60 0.60 2.88

V1 10 1.50 0.60 9.00

127.98

Net Qty 4656.07 Sqm 107.00

35 Plastering outside:-KSRB 15.3.9 : Providing 18mm thick

cement plaster in single coat with cement mortar 1:6, to

brick masonry including rounding off corners whereverrequired smooth rendering, Providing and removing

scaffolding, including cost of materials, labour, curing

complete as per specifications.(Item No 15.17) page No

109

1 163.05 4.15 676.66

2 11.00 2.40 52.80

Col 9 1.41 4.00 50.90

9 1.41 2.40 30.46

4 1.80 2.40 17.28

828.09

Dedution

MD 1 3.50 2.40 8.40


23/80


CG 1 1.40 2.40 3.36

D 2 1.50 2.40 7.20

D1 4 1.20 2.40 11.52

D2 5 0.90 2.40 10.80

W 3 2.10 1.50 9.45

W1 17 1.50 1.50 38.25

V 8 0.60 0.60 2.88

V1 10 1.50 0.60 9.00100.86

50% of deduction 0.50 100.86 50.43

Net Qty 777.66 sqm 107.00

Parapet 2 155.00 0.90 279.00 sqm 107.00

36 WOODEN FRAMES:KSRB 9.4-3 : Providing Matti / Nandi

wood frames of doors, windows, clerestory windows,

ventilators and other frames, wrought, framed or

assembled including making plaster groves (excluding cost

of cement concrete and side clamps), but including cost of

materials, labour, HOM of machineries complete as per


MD 1 x 2 = 2 2 0.075 0.125 2.40 0.05

1 x 2 = 2 2 0.075 0.125 3.50 0.07

D 2 x 2 = 4 4 0.075 0.125 2.40 0.09

2 X 2 =4 4 0.075 0.125 1.50 0.06

2 0.075 0.125 0.30 0.01

D1 8 x 2 =16 16 0.075 0.125 2.40 0.36

8X 2 =16 16 0.075 0.125 1.20 0.18

8 0.075 0.125 0.30 0.02

D2 10 x 2 = 20 20 0.075 0.125 2.40 0.45

10 x 2 = 20 20 0.075 0.125 0.90 0.17

1.44 Cum 54343.00

36.a KSRB 9-27.2 : Fixing of door frame in an existing

opening including embeeding frame in floor and walls aftercutting masonry for holdfasts for embedding holdfast in

cement concrete 1:3:6 of 20mm and down size granite

metal painting two coats of coal tar to sides of frame,

making good the damages to walls and floor as required

and disposal of the debries with lead upto 50 m including

cost of materials, labour charges, complete as per

specifications.Page No. 58 Item No.9.81 11 11.00 No.s 655.00

50 GRILL WORK:KSRB 7.9 : Providing and fixing M.S. grill

work for windows and venti lators weighing 21kg/sqm

using M.S. f lats, or M.S. square rods, or combinatioon of

M.S. flats and square as per approved design, drawing

including cutting steel sections and welding the same to

required pattern with a coat of red lead primer, cost of

materials, fixtures, labour and HOM of machinery complete

as per specifications. Page No.30 Item No.7.9

W 2 2.10 1.50 6.30

W1 8 1.50 1.50 18.00

GW 1 2.00 1.80 3.60

V 3 0.60 0.60 1.08


24/80


V1 5 1.50 0.60 4.50

33.48 sqm

21.00 33.48 703.08 Kg 64.30

58 H.Y.S.D. steel:KSRB 4.9.2 : Providing H.Y.S.D. steel

(Cold, Twisted ) reinforcement for R.C.C. work including

straightening, cutting, bending, hooking, placing in

position, lapping and / or welding wherever required, tying

with binding wire and anchoring to the adjoining members

wherever necessary complete as per design (laps, hooks

and wastage shall not be measured and paid) cost of

materials, labour, HOM of machinery complete as per

specifications.Page No. 16 Item No.4.46

Footing #REF!

Plinth beam #REF!

Column #REF!

Lintel beams 6.00

Chajja 50.00 0.080 4.00Roof beam 33.75

Roof slab 133.67

Staircase #REF!

#REF! cum

1.15% #REF! 0.0115 78.50 #REF! Qtl 4691.00

59 COMPACTION Flagging area :KSRRB 300-7.3 :

Compaction of original ground with maximum of 6 passes

of 8 to 10 tonnes power roller including filling in depression

occuring during rolling including cost of all labour, HOM of

machinery complete as per specifications. Specification

No. KRBS 300-1, 300.5 MORT & H Specification No. 301

to 305 (Item No 19.64) page No 133 Area =

199.7sqm 1 199.70 199.70 sqm 3.08

60 KSRB 4-1.3 : Providing and laying in position plain cement

concrete of mix 1:4:8 using 40mm and down size graded

granite metal machine mixed, concrete laid in layers not

exceeding 15 cms. Thick, well compacted, in foundation

and plinth, including cost of all materials, labour, HOM of

machinery, curing complete as per specifications. Page

No. 12 Item No.4.3 1 199.70 0.10 19.97 sqm 2876.00

61 Providing shahabad /cudappa stone FLOORING 40 mm

thick set in CM 1:8 with cement pointing 1:3 proportion

etc.., complete (Item No 37.80 page No 237 DSR.2009-

10 . 1 199.70 199.70 sqm 478.00

62 KSRB 8.6-5 : Providing and fixing on wall surface

4.0kg/sq.cm H.D.P.E. rain down water pipes 110 mm outer

dia approved make and brand with necessary specials like

shoes, bends and offsets fixed with iron clamps, wall

plugs, screws, including cost of materials, labour, curing

complete as per specifications.Page No.41 Item No.8.19 7 5.05 35.35 RMt 421.00


25/80


Outlet for Open to sky 2 8.19 16.38 RMt 421.00

Providing & fixing nahni trap with inspection chamber for

open to sky 2 2.00 each 8365.00

63 KSRB 10-3 : Providing and laying integral cement based

waterproofing treatment including preparation of surface

as required for treatment of roofs, balconies, terraces etc.,

consisting of following application. (a) Applying and

grouting a slurry coat of neat cement using 2.75 kg/sqm of

cement admixed with proprietary water proofing compound

conforming to IS:2645 over the RCC slab after cleaning

the surface before treatment. (b) Laying cement concrete

using broken brick bats 25mm to 100mm size with 50% of

cement mortar 1:5 admixed with proprietary water proofing

compound conforming IS:2645 over 20mm thick layer of

cement mortar 1:5 admixed with proprietary water proofing

compound to required slope and treating similary water

proofing compound to required slope and treating similarly

the adjoining walls upto 300mm height including rounding

off junctions of walls and slabs. (c) After two days of

proper curing, applying a second coat of cement slurry

admixed with proprietary water proofing compound

(d) Finishing the surface wit h20mm thick jointless cement

mortar of mix 1:4 admixed with proprietary water proofing

compound and finally finishing the surface with trowel and

neat cement slurry and making of 300x300mm sqare. (e)

The whole terrace so finished shall be flooded with water

for a minimum period of two weeks for curing and for f inal

test including cost of materials, labour complete as per


Deduction 1 953.50 953.50O.T.S -2 12.60 -25.20

Dome portion -1 19.80 -19.80

Staircase -1 17.40 -17.40

891.10 sqm 518.00


26/80

AMOUNT

247495.23

19223.95

9618.06

96126.66

52997.69

BARGA


27/80

AMOUNT

6614.78

4410.00

25395.65

7550.60


28/80

AMOUNT

16800.72

11999.44

86713.50

56741.66


29/80

AMOUNT

20633.81

18143.66

565536.62

74061.50


30/80

AMOUNT

15051.00

300000.10

6676.44

52260.00


31/80

AMOUNT

3060.00

32400.13


32/80

AMOUNT

498199.18


33/80

AMOUNT

83210.04

29853.00

78457.71

7205.00


34/80

AMOUNT

45208.04

#REF!

615.08

57433.72

95456.60

14882.35


35/80

AMOUNT

6895.98

16730.00

461589.80

#REF!


36/80

SL.

No. Particulars of item Unit Qty Rate Amount

1 Concealed system: Supplying 20mm dia 2mm thick

2.5mm thick heavy guage PVC conduit pipe with suitable

size bends, metal/ PVC junction boxes adhesive paste etc,

& running before concrete the slab. The conduit shall be

tied to the reinforcement rods by using binding wires &unused ways of junction boxes and pipe ends should be

covered using PVC and enclosures run with 18 SWG GI

fish wire wherever necessary. DSR item No. 2(a) Page

No.2a & 2b

a 19/20mm dia 2mm thick

rate as per D.S.R =27 & 5% for A.Wt

total rate = 28.35 Rmt 640.00 28.35 18144.00

b 25mm dia 2mm thick


total rate = 36.75 Rmt 520.00 36.75 19110.00

2 Groove cutting : supplying dia 200/2.5mm thick

heavy gauge PVC conduit pipe with bends metal

junction boxes adhesive paste etc and bracing U or J

hooks and ceent plastering up to the surface of the

brick level and run with 18 SWG GI fish wire run

through out the conduit whever necessary DSR item

No. 3(a) Page No.2

a) 19/20mm dia 2mm thick

a rate as per D.S.R =35 & 5% for A.Wt

total rate = 36.75 Rmt 210.00 36.75 7717.50



total rate = 48.3 Rmt 120.00 48.30 5796.00

3 Supplying and flush mounting teak wooden box

without front plank made of not less than 12mm thick

wood after due groove cutting necessary masonry

patch work complete . DSR item No. 6 Page No.3

a 12x9x3 (300x228x76mm)


total rate = 73.50 No 18.00 73.50 1323.00

b 10x7x3 (254x178x76mm)


total rate = 63 No 10.00 63.00 630.00

c rate as per D.S.R =48 & 5% for A.Wt

total rate = 50.40 No 8.00 50.40 403.20

PROVIDING ELECTRIFICATION TO ADMINISTRATIVE BUILDING FOR PROPOSED

CONSTRUCTION OF GOVT. POLYTECHNIC COLLEGE AT AFZALPUR IN GULBARGA DIST.


37/80

4 point wiring using class A Materials: 8. point

wiring using copper wire without switch Supplying

and fixing adopting loop system in exisng PVC

Conduit / casing caing using copper PVC insulated

multi strand 2x1.5Sqmm copper wire with a6Amps

flush typ DSR item No. 8 Page No.4

II. point wiring using class A Materials

a I a) short point upto 3Mtr from tapping to out let via

switch


total rate = 162.75 No 40.00 162.75 6510.00

b medium point above 3Mtr upto 6Mtr from tapping

point to out let via switch box


total rate = 252 No 50.00 252.00 12600.00

c Long pint above 6Mtr upto 10Mtr from tapping point

to out let via


total rate = 367 No 54.00 367.00 19818.00

5 Supplying 6A flush/projected type socket and a 6amps flush/ projected type SP switch either

surface/flush mounting in a existing gang box or in a

4mm thick plasti sheet and fixing over a flush

mounted wooden box and wiring using necessary

capacity wires as required .SR item no. 12 (b) page

no. 6

a 4 Module


total rate = 94.50 No 38.00 94.50 3591.00

6 Supplying &fixing backlite DP socket/switch

with/Without neion indiator over eisting of wood or flush

mounting in plastic plate/niteches 16 amps flush type

universal sket II.a) 32Amps Flush/projecte type DP switch

SR item no. 14 (II) a page no. 6

Using Group A material

32Amps Flush/projecte type DP switch

a rate as per D.S.R =120 & 5% for A.Wt No 17.00 126.00 2142.00

total rate = 126.00

b rate as per D.S.R =95 & 5% for A.Wt No 17.00 99.75 1695.75

total rate = 99.75

7 Wiring for lighting/power circuit using oe of PVCinsulated 1100v grade mltis and Copper conductor

single core cable in open or consealed system of

wiring . II e) 6 sqmm SR item no. 20 (I) page no. 9

Group A materials

a 2.5sqmm


total rate = 22.05 Rmt 3200.00 22.05 70560.00

b 4 sqmm


total rate = 31.50 Rmt 2100.00 31.50 66150.00


38/80

c 6 sqmm


total rate = 52.50 Rmt 240.00 52.50 12600.00

8 Supplying 4mm thick plastic sheet with necessary

nitches for fixing switches regulators etc and fixing on

existing wooden or metal box using NF screws.SR

item no. 22 page no. 10

rate as per D.S.R =0.2 & 5% for A.Wt

total rate = 0.21 No 24950.00 0.21 5239.50

9 Supplying and fixing PBBC bakelite straight or slant

batten holder and wiring within 60w/230 volts lamps .

b) Group A SR item no. 2 (b) page no. 13

a Group A


total rate = 57.75 No 26.00 57.75 1501.50

10 Supplying surface mounted type mirror optic

luminaries for single/ Twin 36/40watts fluorescentlamps cross rising of stove enameled deep coloured

MS low profile housing complete with all accessories

and high purity anodized aluminum reflector

assembling along with cross louvers including

necessary fluorescent tubues with low loss open

construction copper wound ferromagnetic ballast

starters etc complete set . DSR item No. 5 II (b)

Page No. 17

b) Group A


total rate = 3465.00 No 29.00 3465.00 100485.00

11 Supply of Spcial type lamps .18 Watts CFL No

DSR item No. 21 Page No. 43

rate as per D.S.R =280 & 5% for A.Wt No 26.00 294.00 7644.00

total rate = 294

12 Supplying capacitor type ceiling Fan complete with

down rod blades shackle caopies etc for operation on

230volts 50 cycles Single phase AC supply

conforming to ISS-374-1979 and with double ball

bearing system . DSR item No. 23 (II) Page No. 23


total rate = 1942.50 No 36.00 1942.50 69930.00

13 22). Supplying of 144orpm heavy duty exhust fan

with bracket blades suitable for opeate on 230V

50Hz AC supply compete . I. Group A DSR item

No. 22 Page No. 22


total rate = 2677.50 No 8.00 2677.50 21420.00


39/80

14 Supplying High pressure sodium vapour street light

fitting die cast aluminium canopy with aluminum

housing for control gear finished stove enamel gray

glassy white canopy interior with a pair of anodized

aluminum reflectors clear acrylic bowl gasket lining

for drip inseat resistance duly with porcelain holder

copper choke igniter and HPF condenser including

sodium vapour lamp . DSR item No.12 (II) a Page

No. 19


total rate = 6772.50 no 1.00 6772.50 6772.50

15 Supplying decorative horizontal type street light

fluorescent fitting weather and water proof complete

with low loss open construction copper wound

ferromagnetic ballast starter locking type brass

contact holders with 1 no of 4 feet 40 watts fluorescnt

tube completely wired for use on 230/250 volts 50

cycles AC Supply with opal reeded Perspex cover at

bottom complete fitting .DSR item No. 6 (II)Page

No.17

Group B

rate as per D.S.R =1850 & 5% for A.Wt no 3.00 1942.50 5827.50

total rate = 1942.50

16 supplying all types & all capacities fluorescent false

ceiling/spot light/CFL fittings indoor on the

wall/ceiling/rafters/girders using 23/ 0.0076 twin

twisted PVC insulated wires, required nos of round

blocks and clamps (if required). DSR item No. 7 a

Page No.27

On wall/ ceiling Rafter/Girders.

rate as per D.S.R =85 & 5% for A.Wt No 52.00 89.25 4641.00total rate = 89.25

17 8).Fixing a ceiling fan/Wall mounting fan of all

capacities and all types to the existing Shook

together with supplying and fixing a 5 ampers ceiling

rose ncessary length of 23/0.0076 inch PVC

insulated twin twisted copper wire and wiring

completely . DSR item No. 8 Page No. 27


total rate = 99.75 No 36.00 99.75 3591.00

18 12). Fixing one exhaust fan in the nitch already left in the

wall with bolts and nuts and 5 amps ciling rose with

sufficient length of 23/ 0.0076 inch PVC insulated twin

core wire of approved make .DSR item No.12 Page No.27


total rate = 294


40/80

19 Supplying and fixing mm dia class A GI pipe

brackets upto 2.7meters long for fixing

MV/SV/MH/FTL street light fitting of all capacities on

rail/RCC/wall/tubular pole suitable clamps bolts and

nuts and wiring using suitable capacity wires etc

complete. b DSR item no 2 b. Page no 26.


total rate = 892.50 No 1.00 892.50 892.50

20 1 ). Supplying & fixing mm dia class A GI pipe

bracket up to 2 mtrs long bent at suitable angle and

fixing to this bracket 1x40/2x40 watts fluorescent

tube street light fitting of all capacities to GI or CI or

rail or RCC pole / wall using suitable clam DSR item

No.1 Page No. 26

Using 25mm dia GI pipe


total rate = 577.50 No 3.00 577.50 1732.50

21 14) Supplying and fixing regular MCB distribution

boards on wall/ woodboard / flush mounting using

required clamps bolts bolts nuts ect.. with provision

for fixing suitable type capacity MCB,s single phase

/3 phase/ single door with powder coated paint DSR

item No.14 Page No.36

II-Double Door 12Way SP & N


total rate = 1522.50

I- Single Door 12Way SP & N


total rate = 1102.50 No 2.00 1102.50 2205.00

22 Supplying and fixing miniature circuit breakers on

existing MCB distribution boards using necessary

fixing materials and wiring complete as required.DSR

item No.13.C Page No. 34

5-32Amps SP Group A

rate as per D.S.R = 200 & 5% for A.Wt

total rate =210 No 29.00 210.00 6090.00

5-32Amps DP Group A


total rate = 567 No 8.00 567.00 4536.00

5-32Amps TPN Group A


total rate = 1128.75 No 4.00 1128.75 4515.00

23 Supplying Fixing palished wood bond market Rate

2800.00/ sqmt.

Market rate 2800 Sqm 1.20 2800.00 3360.00

24 Supplying of Switch disconnector fuse unit (TPN)

HRC type (but without HRC fuses). DSR item No.4

Page No. 31


41/80

250 amps Group A


total rate = 7218.75 No 2.00 7218.75 14437.50

125 amps Group A


total rate = 4593.75 No 2.00 4593.75 9187.50

25 Supplying of on load change over switches 4 poles

415V 50Hz AC Supply. DSR item No.7 Page No.

32250 amps Group A


total rate = 16747.50 No 1.00 16747.50 16747.50

26 Supplying and fixing of LED type panel board

indicating lamp with requird colour suitable for 220v

AC 50 Hz 12/24v DC. DSR item No. 35 Page No. 38


total rate = 446.25 No 1.00 446.25 446.25

27 Supplying and fixing angle iron frame work fabricatedout of M.S angle iron and M.S flat .. with bolts

washhe etc and painted with 2 coats of red oxide and

then two coats of approved paint . DSR item No.38

Page No.39

a) 40x40x6 mm


total rate = 220.50 Rmt 4.40 220.50 970.20

28 Fixing of Amps TPST/ change over switch/ Contactor

along wth neutral link with screws bolts nuts and wiring

using required capacity wires and circuit labeling .

DSR item No.16 Page No.28

a) 100A to 250A TPST


total rate = 514.5 No 4.00 514.50 2058.00

29 Supplying & fixing of Porcelain fuse channel with cut

out on existing wooden/panel using necessary nuts

bolts and wshers ect .. complete .DSR item No.3

Page No.30

200Amps

rate as per D.S.R =825 & 5% for A.Wttotal rate = 866.25 No 6.00 866.25 5197.50

30 Supplying of LT UG cable having aluminium

conductor PC insulated sheathed galvanized steel

wire/steel tap aroured cable with PVC outer

sheathing 1,1 KV class. DSR item No. 10(II)

Page No. 68

f) 3.5 core 35 sqmm ,,


total rate = 262.50 Rmt 120.00 262.50 31500.00


42/80

31 Supplying and fixing L.T cast lron pot heads suitable

for 1.1 KV calss UG cable filled with necessary

bitumen/nsulating compound complete with terminals

clamps bolts nuts and washers ect DSR

item No. 16(e) Page No. 69

50Sqmm


total rate = 525 No 1.00 525.00 525.00

32 11. Ladour charges for laying of 1.1KV class UG cable

when supplied agency in existing trench GI pipe/

stoneware pip[e / on wall/on pole as required. DSR

item No. 11 I Page No. 68

b. 25 sqmm to 75 sqmm


total rate =8.40 Rmt 120.00 8.40 1008.00

33 11. Digging of trench of 0.6m deepx 0.50 mtr wide

refilling the trench to the required ground level and

consolidating ect complete (As per Civil SR KSRB I-2, P-

7)

b) In soil (hard)


total rate = 52.5 Rmt 60.00 52.50 3150.00

34 Supplying and fixing of class A (medium duty) GI

pipe of wall thich ness not less than 3.25mm on

pole/wall/drain crossing with necessary clamping

arrangements for UG cable of 1.1 KV class . DSR

item No. 15 Page No. 69

(a) e. 100mm

rate as per D.S.R =660 & 5% for A.Wttotal rate = 693 Rmt 20.00 693.00 13860.00

35 25. Supplying tinned copper lugs and crimping and wiring

to terminal point for wire of the following sizes . DSR item

No. 26 Page No. 72

25 sqmm Alluminium or copper wire


total rate =23.10 No 12.00 23.10 277.20

36 Supplying fixing wiring earth electrode for grounding

of lifts transformer DG sets etc,usiong 40mm dia 2,5mm thick 2.5 mtr long GI pipe with GI funnel with esh

& suitable size reducer fixed on the top of the earth

electrode.The funnel should be enclosed in CC

chamber of 400x400-x400mm with a cast iron

cover.The earth electrode shall have straggered

holes of 12mm dia & the electrode should be covered

150mm alround with alterate layers of salt & chrcoal

from the bottom of the CC chamber.The conection

from the electrode is to be established through GI

strips using GI bolt & nuts. DSR item No. 8 Page No.

66


43/80


total rate =2310 No 2.00 2310.00 4620.00

37 Supplying and fixing of class A (medium duty) GI

pipe of wall thich ness not less than 3.25mm on

pole/wall/drain crossing with necessary clamping

arrangements for UG cable of 1.1 KV class . DSR

item No. 15 Page No. 69 b. 50mm


total rate =273.00 No 20.00 273.00 5460.00

38 Supplying fixing wiring earth electrode for grounding

conduits I.C cutouts and other equipments on the

meter board using 40mm dia 2.90 thick GI pipe 2.5

mtr long buried in a pit.. The pit should be filled with

eual proportion of salt and charcoal 150mm alround

the pipe to complete depth. The connection from the

pipe to the conduit etc is to be established through GI

wire of size as oer ISI specification 7.3.3 of IS 732

using 12mm dia bolts nuts washers and checknuts

etc the pipe shall have 16 through holes of 122 mmdia DSR item No. 7 Page No. 66


total rate =1575 Rmt 2.00 1575.00 3150.00

39 1. Supplying and running of GI/Copper strips for

grounding connections using necessary fixing materials as

required DSR item No. 9 Page No. 67

25x6mm


total rate =147 Mtr 8.00 147.00 1176.00

40 Supplying fire extinguisher with connectected

accessories complete .

Dry chemical powder type DSR item No. 5 Va Page

No. 62

rate as per D.S.R =2400 & 5% for A.Wt Each 1.00 2520.00 2520.00

total rate =2520

41 Supplying Electrical rubber mat tested to 22 KV with

grooved ISI mark DSR item No. 3 (a) Page No.62

{ 6 x 3 x } 1.82 x 0.91 x 0.021m


total rate =2100 Each 1.00 2100.00 2100.00

TOTAL 631487.10


44/80

18144 0.00

0.00

0.00

19110 0.00

0.00

0.00

0.00

0.00

7717.5 0.00

0.00

0.00

5796 0.000.00

0.00

0.00

0.00

1323 0.00

0.00

0.00

630.000 0.00

0.00

403.2 0.00

0.00


45/80

0.00

0.00

0.00

0.00

6510 0.00

0.00

0.00

12600 0.00

0.00

0.00

19818 0.00

0.00

0.00

0.00

0.00

3591 0.00

0.00

0.00

0.00

0.00

2142.000 0.00

0.00

1695.750 0.00

0.00

0.00

0.00

0.00

0.00

0.00

70560.0 0.00

0.00

0.00

66150.000 0.00


46/80


47/80

0.00

0.00

6772.5 0.00

0.00

0.00

0.00

0.00

5827.5 0.00

0.00

0.00

0.00

0.00

4641 0.000.00

0.00

0.00

0.00

0.00

3591 0.00

0.00

0.00

2352 0.00

0.00

0.00


48/80

0.00

0.00

892.5 0.00

0.00

0.00

0.00

0.00

1732.5 0.00

0.00

0.00

0.00

6090 0.00

0.00

0.00

0.00

2205 0.00

0.00

0.00

0.00

0.00

6090 0.00

0.00

0.00

4536 0.00

0.00

0.00

4515 0.00

0.00

0.00

3360 0.00

0.00

0.00


49/80

0.00

0.00

14437.5 0.00

0.00

0.00

9187.5 0.00

0.00

0.000.00

0.00

16747.5 0.00

0.00

0.00

0.00

446.25 0.00

0.00

0.00

0.00

0.00

970.2 0.00

0.00

0.00

0.00

0.00

2058 0.00

0.00

0.00

0.00

0.005197.5 0.00

0.00

0.00

0.00

0.00

31500 0.00

0.00


50/80

0.00

0.00

0.00

525 0.00

0.00

0.00

0.00

0.00

1008 0.00

0.00

0.00

0.00

0.00

3150 0.00

0.00

0.00

0.00

0.0013860 0.00

0.00

0.00

0.00

0.00

277.2 0.00

0.00

0.00


51/80

0.00

4620 0.00

0.00

0.00

0.00

5460 0.000.00

0.00

0.00

3150 0.00

0.00

0.00

0.00

0.00

1176 0.00

0.00

0.00

0.00

42735 -40215.00

0.00

0.00

0.00

0.00

0.00

2100 0.00

668741.10

668741.10


52/80

SL.No. Particulars of item Unit Qty

1 Concealed system: Supplying 20mm dia 2mm thick 2.5mm thick heavy guagePVC conduit pipe with suitable size bends, metal/ PVC junction bxes

adhesive paste etc, & running before concrete the slab. The conduit shall b

tied to the reinforcement rods by using binding wires & unused ways of

junction boxes and pipe ends should be covered using PVC and enclosures

run with 18 SWG GI fish wre wherever necessary. DSR item No. 2(a) Page

No.2a & 2b

a 19/20mm dia 2mm thick


total rate = 28.35 Rmt 640.00




1 2) Groove cutting : supplying dia 200/2.5mm thick heavy gauge PVC

conduit pipe with bends metal junction boxes adhesive paste etc and bracing

U or J hooks and ceent plastering up to the surface of the brick level and run

with 18 SWG GI fish wire run through out the conduit whever necessary

DSR item No. 3(a) Page No.2

a) 19/20mm dia 2mm thick

a rate as per D.S.R =35 & 5% for A.Wt



rate as per D.S.R =46 & 5% for A.Wttotal rate = 48.3 Rmt 120.00

2 2) supplying and flush mounting teak wooden box without front plank

made of not less than 12mm thick wood after due groove cutting necessary

masonry patch work complete . DSR item No. 6 Page No.3

a 12x9x3 (300x228x76mm)


total rate = 73.50 No 18.00

b10x7x3 (254x178x76mm)


total rate = 63 No 10.00c rate as per D.S.R =48 & 5% for A.Wt

total rate = 50.40 No 8.00

PROVIDING ELECTRIFICATION TO ADMINISTRATIVE BUILDING FOR PROP

CONSTRUCTION OF GOVT. POLYTECHNIC COLLEGE AT AFZALPUR IN GULBAR


53/80

3 point wiring using class A Materials: 8. point wiring using copper wire

without switch Supplying and fixing adopting loop system in exisng PVC

Conduit / casing caing using copper PVC insulated multi strand 2x1.5Sqmm

copper wire with a6Amps flush typ DSR item No. 8 Page No.4

II. point wiring using class A Materials

a I a) short point upto 3Mtr from tapping to out let via switchrate as per D.S.R =155 & 5% for A.Wt

total rate = 162.75 No 40.00

b medium point above 3Mtr upto 6Mtr from tapping point to out let via switch

box


total rate = 252 No 50.00

c Long pint above 6Mtr upto 10Mtr from tapping point to out let via


total rate = 367 No 54.00

4 Supplying 6A flush/projected type socket and a 6 amps flush/ projected type

SP switch either surface/flush mounting in a existing ga

ADM Building.

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Transcript of ADM Building.