estimated cost rs.43,35,000 - welcome to · pdf filebeam, roof slab for chajja. ... around the...

KARNATAKA RURAL INFRASTRUCTURE DEVELOPMENT LIMITED

PROPOSED RAITHA SAMPARKA KENDRA BUILDING FOR AGRICULTURE

DEPARTMENT

SCHEDULE OF RATES- 2012-13 BANGALORE CIRCLE

HARD SOIL

ESTIMATED COST RS.43,35,000.00

KARNATAKA RURAL INFRASTRUCTURE DEVELOPMENT LIMITED, CHINNASWAMY STADIUM, RAJBHA VAN ROAD, BANGALORE- 560 00 J.

Name of Work: Proposed Raitha Sam parka Kendra Buildings for Agriculture Department

GENERAL REPORT

The estimate Proposed Raitha Samparka Kendra Buildings for Agriculture Department has been prepared for RCC frame structure as per the plan given with the following provision. The estimate is prepared considering the site on level area with the following prOVISIOnS.

1. Earth work excavation in hard soil. 2. P /L CC 1:4:8 for foundation bed and floor. 3. P /L RCC 1: 1.5:3 for column footing, Column, Plinth, Lintel, Roof

beam, Roof slab for chajja. 4. Providing ceiling plastering in CM 1:3, plastering inside CM 1:6 with

lime rendering and Outside Plastering CM 1:6 without lime rendering.

5. P /C BBM in CM 1:6 for superstructure. 6. P IF of Mathi nandi door frame with Honne Wood shutters and MS

steel windows & ventilators. 7. Provision of Vitrified tile flooring. 8. Inside OBD painting and ceiling & outside OBD painting. 9. Lumpsum provision made for Water supply and Internal

Electrification.

The estimate has been prepared based on Bongo/ore Circle CSR of 2012-13 with KRIDL charges 10% and labour cess 1%. Finally estimated cost works out of Rs.43.35 lakhs.

Sl. No.

1

1

2

2a

DETAILED ESTIMATE NAME OF WORK: PROPOSED RAITHA SAMPARKA KENDRA BUILDINGS FOR

AGRICULTURE DEPARTMENT CSR 2012-13 BANGALORE CIRCLE

HARD SOIL

Description Unit Nos L 8 D Qty Rate Amount

2 3 4 5 6 7 8 9 10

KSRB 2-2.2 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1 .5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m.after breaking of clods complete as per specification. spacification. No.KBS 2.1 (b) I 2.3.5 (I.No.2.4, P .No.5)

Fl Cum 4 2.10 2.10 1.50 26.46 F2 6 2.45 2.45 1.50 54.02 F3 2 2.75 2.75 1.50 22.69 F4 2 3.00 3.00 1.50 27.00 F5 1 3.30 3.30 1.50 16.34 Excavation for SSM

1 49.03 0.75 0.75 27.58 below plinth beam

Below partition wall 1 3.30 0.75 1.50 3.71

foundation

2 2.34 0.75 1.50 5.27

Excavation for sump 1 4.35 3.85 1.65 27.63

tank

Excavation for soak 1 4.16 1.90 7.90

pit Total 218.59

@ 187.00 40876.99

KSRB 4-1.3 : Providing and laying in position plain cement concrete of nominal mix 1:4:8 using 40mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (I.No.4.3, P .No.l2)

PCC below footings

F1 Cum 4 2.10 2.10 0.15 2.65 F2 Cum 6 2.45 2.45 0.15 5.40 F3 Cum 2 2.75 2.75 0.15 2.27 F4 Cum 2 3.00 3.00 0.15 2.70

Page 1

Sl. Description Unit Nos L 8 D Qty Rate Amount No.

1 2 3 4 5 6 7 8 9 10 F5 Cum 1 3.30 3.30 0.15 1.63 Total PCC below

Cum 15 2.72 2.72 0.15 16.65 footinas

2b PCC 1:4:8 for SSM

Cum 1 49.03 0.75 0.15 5.52 below plinth beam

Below partition wall Cum 1 7.00 0.60 0.15 0.63

foundation

2c SSM PIERS Cum 6 0.75 0.75 0.15 0.51 2d PCC under sump Cum 1 4.35 3.85 0.15 2.51

PCC under soak pit Cum 1 4.16 0.15 0.62 9.79

Total 26.43 @ 3597.00 95084.30

PCC below flooring

2e (Inclusive of plinth

Cum 1 19.34 12.10 0.15 35.10 protection 0.6 alround}

PCC under soak pit Cum 1 3.90 3.00 0.10 1.17 Total 36.27

@ 3597.00 130457.69

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 filling, junction of wall and floor,along the external perimeter of

3 building,expansion joints,over the top surface of consolidated earth on which apron is to be laid,surrounding 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.(Piinth area of the building at ground floor only shall be measured} Specification No.KBS : 3.2.6 I 3.2.7 (I.No.3.2, P .No.9)

GF plinth area Sqm 1 19.34 12.10 233.99 Total 233.99

@ 94.76 22172.87

Page 2

Sl. Description Unit Nos L B D Qty Rate Amount

No. 1 2 3 4 5 6 7 8 9 10

KSRB 4-1.6 : Providing and laying in position plain cement concrete of nominal mix 1 :2:4 using 20mm and down size graded granite metaL machine

4 mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery,curing complete as per specifications. Specification No. KBS 4.1 .4.2 (I.No.4.6, P.No.12)

DPC over SSM walls Cum 1 173.58 0.45 0.075 5.86 SSM Pier Cum 4 0.45 0.45 0.075 0.06

Col over roof (for Cum 15 0.23 0.60 1.00 2.07

future expansion)

Plinth beam bottom -Cum 1 17.91 0.45 0.075 0.60

grid 2-2

External plinth beam Cum 2 17.91 0.45 0.10 1.61

grid 1-1 , 3-3

Grid A1- C1 Cum 1 9.30 0.45 0.075 0.31

Internal plinth beam Cum 3 10.60 0.45 0.075 1.07

grid B-B, C-C, 0-D

External plinth beam Cum 2 10.60 0.45 0.10 0.95

grid A-A E-E Total 12.55

@ 4083.00 51227.02

KSRB 4.2.1 : Providing and laying in position reinforced cement concrete of nominla mix 1 :1 :2 with 20mm and down size graded granite metaL machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in foundation plinth and ground floor level for Column footing including

5 attached plasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain wondow cills, fillets etc., including cost of materilas, labour, HOM of machinery, curing,complete as per specifications. Specification No. KBS 4.1 ,4.6 (I.No.4.1 0, P .No.13)

F1 Cum 4 1.95 1.95 0.25 3.80 F2 Cum 6 2.30 2.30 0.30 9.52 F3 Cum 2 2.60 2.60 0.35 4.73 F4 Cum 2 2.85 2.85 0.40 6.50 F5 Cum 1 3.15 3.15 0.43 4.22 Total RCC (1:1.5:3)

Cum 15 2.57 2.57 0.35 34.68 for footings

Page 3


No. 1 2 3 4 5 6 7 8 9 10

Sa RCC (1 :1.5:3) for pedestals

Pedestal for F1 ,F2,F3 Cum 13 0.75 0.75 0.45 3.29

& F5 Pedestal for F4 Cum 2 0.75 0.75 0.60 0.68

15 0.75 0.75 0.53 4.47 Total 39.15

@ 5031.00 196951.58

KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping

6 etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 (!.No.4.28, P.No.16)

F1 Cum 4 8.40 0.25 8.40 F2 Cum 6 9.80 0.30 17.64 F3 Cum 2 11.00 0.35 7.70 F4 Cum 2 12.00 0.40 9.60 F5 Cum 1 13.20 0.43 5.61 Total centering for 15 10.88 0.35 56.30 footina Centering for loedestral Pedestal for Fl,F2,F3

13.00 3.00 0.45 17.55 & F5 Pedestal for F4 2.00 3.00 0.60 3.60 Total centering for 15.00 3.00 0.53 23.63 !pedestals

Total 79.93 @ 187.00 14946.72

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of nominal mix 1 :1 .5:3 with 20mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in foundation plinth and ground floor level for Columns including

7 attached plasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain won dow cills, fillets etc., including cost of materilas, labour, HOM of machinery, curing,complete as per specifications.Specification No. KBS 4.1 .4.6 (I.No.4.11, P.No.l5)

Ground floor up to plinth top

Above Fl footing Cum 4 0.23 0.60 1.80 0.99

Page4

Sl. Description Unit Nos L B D Qfy Rate Amount No.

1 2 3 4 5 6 7 8 9 10 Above F2 footing Cum 6 0.23 0.60 1.80 1.49 Above F3 footing Cum 2 0.23 0.60 1.80 0.50 Above F4 footing Cum 2 0.23 0.60 1.80 0.50 Above F5 footing Cum 1 0.23 0.60 1.80 0.25 RCC for columns

Cum 15 0.23 0.60 1.80 3.73 upto plinth top - GF

7a Ground floor up to roof

F1 Cum 4 0.23 0.60 3.15 1.74 F2 Cum 6 0.23 0.60 3.15 2.61 F3 Cum 2 0.23 0.60 3.15 0.87 F4 Cum 2 0.23 0.60 3.15 0.87 F5 Cum 1 0.23 0.60 3.15 0.43 RCC for columns Cum 15 0.23 0.60 3.15 6.52 upto Roof - GF

Total 10.25 @ 5031.00 51550.14

KSRB 4-6.5 : Providing and removing centering, shuttering, strutting, propping

8 etc., for columns, pillars, piers, abutments, post and struts, square I rectangular I polygon in plan including cost of all materials, labour complete as per Specificaiton.Specification No. KBS 4.6.2 (I.No.4.32, P.No.17)

Ground floor up to plinth top Above Fl footing Sqm 4 1.66 1.80 11.95 Above F2 footing Sqm 6 1.66 1.80 17.93 Above F3 footing Sqm 2 1.66 1.80 5.98 Above F4 footing Sqm 2 1.66 1.80 5.98 Above F5 footing Sqm 1 1.66 1.80 2.99

44.82 Centering for columns GF up to roof & dummy columns

F1 Cum 4 1.66 3.15 20.92 F2 Cum 6 1.66 3.15 31.37 F3 Cum 2 1.66 3.15 10.46 F4 Cum 2 1.66 3.15 10.46 F5 Cum 1 1.66 3.15 5.23

78.44

Above roof for dummy columns Fl Cum 4 1.66 1.00 6.64 F2 Cum 6 1.66 1.00 9.96

Page 5


No. 1 2 3 4 5 6 7 8 9 10

F3 Cum 2 1.66 1.00 3.32 F4 Cum 2 1.66 1.00 3.32 F5 Cum 1 1.66 1.00 1.66

24.90 Total 148.16

@ 282.00 41779.71

KSRB 5.2-3 : Providing and constructing granite I trap I basalt size stone masonry in foundation with cement mortar 1 :6, stone hammerd dressed in

9 courses not less than 20 ems high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1 .13 (I.No.5.6, P .No.25)

Below plinth beam Cum 4 18.14 0.60 0.60 26.12 5 9.59 0.60 0.60 17.26

Below wall 1 5.00 0.60 0.45 1.35

foundation

Below partition wall 1 5.00 0.45 0.60 1.35

foundation

For sump tank walls Long walls 2 3.15 0.45 1.50 4.25 Short walls 2 3.90 0.45 1.50 5.27 Above footing 4 2.40 0.60 0.45 2.59 Above footing 11 3.60 0.60 0.45 10.69 SSM piers 4 0.45 0.45 0.60 0.49 Deduction -2 4.52 0.60 0.45 -2.44

-1 4.17 0.60 0.45 -1.13 -1 8.82 0.60 0.45 -2.38

Total 63.42 @ 2985.00 189318.73

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of nominal mix 1 :1 .5:3 with 20mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in foundation plinth and ground floor level for Plinth beams

10 including attached plasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain wondow cills, fillets etc., including cost of materilas, labour, HOM of machinery, curing,complete as per specifications.Specification No. KBS 4.1 ,4.6 (I.No.4.11, P .No.15)

Cum 3 17.91 0.45 0.45 10.88 Cum 1 9.30 0.45 0.45 1.88

Page6


No. 1 2 3 4 5 6 7 8 9 10

Cum 5 10.60 0.45 0.45 10.73 Total 23.50

@ 5031.00 118205.70

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

1 1 etc., for edges of slabs and breaks in floor, cills, plinth including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2 {I.No.4.36, P .No.17)

A 1-C 1 , A2-C2, A3-C3, Sqm 10 10.60 0.45 47.70

A4-C4 & A5-C5

A1-A5, B 1-B5 & C1-Sqm 6 17.91 0.45 48.35

C5 B2-B5 Sqm 2 9.30 0.45 8.37

Total 104.42 @ 524.00 54718.33

KSR B 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations up to plinth in layers not exceeding 20 ems. in depth,

12 compacting each deposited layer by ramming after watering with lead up to 50 m. and lift upto 1.5 m. including cost of labour complete as per speciification. specification No. KBS 2.9 (I.No.2.10, P.No.6)

Backfilling over Cum

footings

Total earthwork excavation for footings 218.59 (Item No.1)

Deduct PCC 1 :4:8 -26.43 Deduct RCC footing,

-39.15 pedestal

Deduct SSM below -39.15

plinth beam

Deduct soak pit -7.90

excavation

Deduct sump tank -27.63

excavation Total 78.33

@ 84.00 6580.01

Page 7


No. 1 2 3 4 5 6 7 8 9 10

KSRB 6-2.3 : Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 50 (table

13 moulded) with cement mortar 1 :6 for asement and superstructure including cost of materials, labour charges, scaffolding, curing, complete as per specifications. Specification No.KBS 6.2 (I.No.6.6, P .No.30)

AI round Cum 1 96.00 0.23 2.70 59.62 Parapet Cum 1 63.00 0.23 0.75 10.87

70.48 Deduction Lintel Qty Cum -1 85.00 0.23 0.15 -2.93 Door- D Cum -5 1.2 0.23 2.1 -2.90 D1 Cum -2 0.75 0.23 2.10 -0.72 ED Cum -1 1.50 0.23 2.10 -0.72 RS Cum -1 3.05 0.23 2.10 -1.47 w Cum -9 1.22 0.23 1.22 -3.08

Cum -1 1.00 0.23 1.22 -0.28 Cum -1 1.22 0.23 1.22 -0.34

V4 Cum -2 1.22 0.23 0.60 -0.34 V2 Cum -2 1.52 0.23 0.60 -0.42 V1 Cum -2 1.82 0.23 0.60 -0.50 Column -15 0.23 0.23 2.70 -2.14

-15 0.23 0.23 0.90 -0.71 Total 53.91

@ 4512.00 243249.91

KSRB 4-1 .6 : Providing and laying in position plain cement concrete of nominal mix 1 :2:4 using 20mm and down size graded granite metal, machine

14 mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery,curing complete as per specifications. Specification No. KBS 4.1 .4.2 (I.No.4.6, P .No.12)

GF

WindowsW1 Cum 9 1.22 0.23 0.10 0.25 BW Cum 1 1.00 0.23 0.10 0.02 ow Cum 1 1.22 0.23 0.10 0.03 V4 Cum 2 1.22 0.23 0.10 0.06 V2 Cum 2 1.52 0.23 0.10 0.07 V1 Cum 2 1.82 0.23 0.10 0.08

Total 0.51 @ 4083.00 2096.05

Page 8


No. 1 2 3 4 5 6 7 8 9 10

KSRB 6-7.2 :Construction of partition wall 11 .2 ems thick with non modular table moulded burnt bricks of class designation 50 with cement mortar 1 :4 inlcuding providing and fixing plaster mesh manufactured out of hot dipped

15 galvanised iron of nominal thickness 0.35 mm. 100mm. wide as per I.S.2212/1991 at 7.5m. c to c incuding cost of materials, labour charges, scaffolding, curing, complete as per specifications.Specification No.KBS 6.2 (I.No.6.24, P.No.33)

Toilet wall Sqm 1 3.04 3.15 9.58 Sqm 2 2.00 2.40 9.60 Sqm 1 2.00 3.15 6.30

25.48 Deduction - D Sqm 2 0.75 2.10 -3.15

Total 22.33 @ 642.00 14333.29

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of nominal mix 1 :1 .5:3 with 20mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in foundation plinth and ground floor level for Lintels including

16 attached plasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain won dow cills, fillets etc., including cost of materilas, labour, HOM of machinery, curing,complete as per specifications. Specification No. KBS 4.1 ,4.6 (I.No.4.11, P.No.15)

Ground floor All round Cum 1 85.00 0.23 0.15 2.93

Total 2.93 @ 5031.00 14753.41


17 etc., and removal of form work for lintels not exceeding 1m in depth including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2 (I.No.4.34, P.No.17)

Ground floor D Sqm 5 1.60 0.50 4.00 ED Sqm 1 1.96 0.60 1.18 RS Sqm 1 5.00 0.80 4.00

Through lintel on Sqm 1 3.24 0.40 1.30

toilet wall Windows W1 Sqm 9 1.22 0.50 5.49 BW Sqm 1 1.00 0.50 0.50 ow Sqm 1 1.22 0.50 0.61

Page 9

Sl. Description Unit Nos L 8 D Qty Rate Amount

No. 1 2 3 4 5 6 7 8 9 10

V4 Sqm 2 1.22 0.50 1.22 V2 Sqm 2 1.52 0.50 1.52 V1 Sqm 2 1.82 0.50 1.82

Total 21.63 @ 206.00 4455.86

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of nominal mix 1 :1 .5:3 with 20mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in foundation plinth and ground floor level for Beams including

18 attached plasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain wondow cills, fillets etc., including cost of materilas, labour, HOM of machinery, curing,complete as per specifications. Specification No. KBS 4.1 ,4.6 (I.No.4.11, P.No.15)

Ground floor roof beams Long beams Cum 3 18.11 0.23 0.60 7.50 Short beams Cum 5 10.60 0.23 0.60 7.31 Short beams - 1 Cum 1 9.50 0.23 0.60 1.31

Deduction - columns Cum 15 0.23 0.60 -2.07

15 Nos. Total 14.05

@ 5031.00 70696.25

KSRB 4-6.7 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam

19 haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2 (I.No.4.34, P.No.17)

Ground floor roof beams Long beams Sqm 5 10.60 0.90 47.70 Short beams Sqm 3 18.11 0.90 48.89

Sqm 1 9.50 0.90 8.55 Total 105.14

@ 206.00 21659.73

Page 10

Sl. Description Unit Nos No.

L 8 D Qty Rate Amount

1 2 3 4 5 6 7 8 9 10

KSRB 4.2.1 0 : Providing and laying in position reinforced cement concrete of nominal mix 1 :1 .5:3 with 12mm and down size graded granite metal,

20 machine mixed, well compacted for plain chajja of 7.5 ems. average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specifications.Specification No. 4.1 ,4.6(1.No.4.19, P.No.15)

Ground floor Windows W1 Sqm 7 1.62 0.60 6.80 Windows Wl Sqm 1 3.54 0.60 2.12 RS Sqm 1 5.00 0.60 3.00 DW Sqm 1 1.62 0.60 0.97 BW Sqm 1 1.41 0.60 0.85

13.74 @ 355.00 4879.40


21 etc., for chajjas, corbels etc., including edges including cost of all materials, labour complete as per specificaiton. Specification No. KBS 4.6.2(1.No.4.37, P.No.17)

Ground floor WindowsW1 Sqm 7 1.62 0.70 7.94 Windows Wl Sqm 1 3.54 0.70 2.48 RS Sqm 1 5.00 0.70 3.50 DW Sqm 1 1.62 0.70 1.13 BW Sqm 1 1.41 0.70 0.99

16.04 @ 204.00 3271.26

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of nominal mix 1 :1 .5:3 with 20mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in foundation plinth and ground floor level for Roof slabs

22 including attached plasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain wondow cills, fillets etc., including cost of materilas, labour, HOM of machinery, curing,complete as per specifications. Specification No. KBS 4.1 ,4.6 (I.No.4.11, P .No.15)

Ground floor roof Cum 1 19.04 12.10 0.14 32.25

slabs

Sump covering slab Cum 1 4.35 3.85 0.15 2.51

Deduct manhole Cum -1 0.60 0.60 0.15 -0.05 Slabs B/N beams 34.71

Page 11


L B D Qty Rate Amount

1 2 3 4 5 6 7 8 9 10 A 1-C 1, A 1'-C 1' Cum 2 4.46 3.60 0.14 4.49 C1-Dl, Cl'-01' Cum 1 3.68 3.60 0.14 1.86 D 1-E-L 01'-El' Cum 1 4.54 3.60 0.14 2.29 A 1'-B 1', A2-B2 Cum 2 4.46 1.50 0.14 1.87 C1'-D1', C2-D2 Cum 1 3.68 1.50 0.14 0.77 D l'-E1', D2-E2 Cum 1 4.54 1.50 0.14 0.95 A2-C2, A3-C3 Cum 2 4.46 5.00 0.14 6.24 C2-D2, C3-D3 Cum 1 3.68 5.00 0.14 2.58 D2-E2, D3-E3 Cum 1 4.54 5.00 0.14 3.18 All round extn Cum 1 59.88 0.45 0.14 3.77

Sump covering slab Cum 1 4.35 3.85 0.15 2.51

Deduct manhole Cum -1 0.60 0.60 0.15 -0.05 Total 30.46

@ 5031.00 153261.59

KSRB 4-6.3 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors,

23 roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 (I.No.4.30, P.No.17)

Centering for GF slab

Slabs B/N beams A 1-C1, A 1'-Cl' Sqm 2 4.42 3.60 31.82 C1-D1, Cl'-01' Sqm 1 3.68 3.60 13.26 D 1-E-1, D 1'-El' Sqm 1 4.50 5.30 23.85 A 1'-B 1', A2-B2 Sqm 2 4.46 1.50 13.38 C1 '-01', C2-D2 Sqm 1 3.68 1.50 5.52 01'-El', D2-E2 Sqm 1 4.54 1.50 6.81 A2-C2, A3-C3 Sqm 2 4.46 5.00 44.59 C2-D2, C3-D3 Sqm 1 4.83 5.00 24.15 D2-E2, D3-E3 Sqm 1 4.54 5.00 22.69 All round extn Sqm 1 59.88 0.45 26.94

Sump covering slab Sqm 1 4.35 3.85 16.75

Sqm 1 16.40 0.15 2.46 Total 232.22

@ 292.00 67807.63

Page 12


No. 1 2 3 4 5 6 7 8 9 10

KSRB 9.4-3 Providing Matti I Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or

24 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. Specification No. KBS 9.33(1.No.49 .12, P .No.55)

Ground floor 01 Cum 2 4.95 0.13 0.10 0.12 D Cum 5 5.40 0.13 0.10 0.34

Total 0.46 @ 59994.00 27672.23

KSRB 7.3: Providing and fixing 1 mm thick M.S. sheet garage door with frame and diagonal braces of size 40x40x6 mm angle Iron, 3.15mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking

25 arrangements etc., including applying a priming coat of red lead paint cost of matetrials, labour, HOM of machinery complete as per specifications. Double leaf door of size 2.4x2.4m Specification No.KBS 7.9 I 7.12 (I.No.7.3, P.No.36)

Sqm l 1.50 2.10 3.15 Total 3.15

@ 2024.00 6375.60

KSRB 7.5 : Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 75mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numbers, mounted on specially designed pipe shaft,

26 with bracket plates, guide channels, ball bearing arrangments, for inside & outside locking with push and pull operations complete including pulling hooks, 4Nos. handles with all fittings and accessories, painted with a coat of red lead paint [without top cover) cost of materials, labour, HOM of machinery complete as per specifications.Shutter size 3mx2.8 m Specification No. KBS 7.10 I 7.12(1.No.7.5, P.No.36)

Sqm 1 3.04 2.10 6.38 Total 6.38

@ 2684.00 17134.66

Page 13

Sl. Description Unit Nos l 8 D Qty Rate Amount

No. 1 2 3 4 5 6 7 8 9 10

KSRB 9.5-2: Providing and fixing in position fully panelled Honne wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm

27 wide top rail and styles 1 OOmm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34 (I.No.9.15, P.No.50)

0 Sqm 5 1.00 2.10 10.50 01 Sqm 2 0.65 2.10 2.73

Total 13.23 @ 3278.00 43367.94

KSRB 7.7 : Providing and fixing in position in cement concrete 1 :3:6 steel glazed windows and ventilators side hung/top hung fully openable as per approved drawings using Z angles of 25x33x3mm, weighing 1 .419 Kg/m both for outer and inner frames and central mullion section of size 25x46x3mm.weighing 2.28kg/m duly providing T section 19x19x3mm weighing 0.839kg/m for glazing of windows not more than 34 ems. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of

28 required size, all steel sections should confirm to I.S 7 452:1990, 4no. of holdfasts of approved size, section should be cut to length welded and electricaly grinded subdividing frames of unit shall be tenonned and revetted into the frames electricaly. all the steel surfaces 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.Specification No.KBS 7.12.1 I 7. 12.2 I 7. 1 2.3 I 7. 1 2 (I.No.7.7, P.No.37)

Ground floor V4 Sqm 2 1.22 0.60 1.46 V2 Sqm 2 1.52 0.60 1.82 V1 Sqm 2 1.82 0.60 2.18

Total 5.47 @ 3112.00 17028.86

Page 14

Sl. Description Unit Nos l B D Qty Rate Amount

No. 1 2 3 4 5 6 7 8 9 10

"Providing and fixing cold rolled prepainted steel partition of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. The size of profiles is approximately 46 x 52mm for external frames, 46x46mm section for shutters, 46x70mm section for centre mullion/transom and 18x31 mm section is for fixing glasses. The section should be cut to length joint mitred and

29 assembling by means of corner brackets made out of cold rolled cold annealed strips of 1 .2mm thick duly galvanised and fixed with nickle plated self taping screws. The shutters are provided with approved quality of fixtures like handles made out of zamac alloy die cast and powder coated, receiver made out of glass filled nylone and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets. Guard bars fabricated out of 1 Omm square bright bars shall be fixed horizontally at 125mm CJC by rivetting to the external frame. The above frames are fixed to the concrete I masonry walls by means of self expanding screws."

Windows W1 Sqm 9 1.22 1.22 13.40 BW Sqm 1 1.00 1.22 1.22 ow Sqm 1 1.22 1.22 1.49

Total 16.10 @ 4000.00 64416.00

Providing flooring with 60 cms.x 60 ems. size Vitrified glazed tiles of approved

30 quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete. (I.No.14.44, P .No.115)

Officer Sqm 2 4.46 3.60 32.10 Meeting hall Sqm 1 7.92 5.00 39.62 Computer Sqm 1 5.06 5.00 25.30 Corridor Sqm 1 13.00 1.50 19.50 lnfront of toilet Sqm 1 1.58 3.80 6.01

Sqm 1 2.10 0.65 1.37 Door sills Sqm 5 1.20 0.20 1.20 Entrance Sqm 1 3.00 2.00 6.00

Total 131.10 @ 1052.00 137913.41

Page 15


L B D Qty Rate Amount

1 2 3 4 5 6 7 8 9 10

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 12mm thick, cement

31 mortar 1 :3 mix, flush pointing with white cement using colour pigment , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS For Ceramic Tiles of size 15x15cms (I.No.14.36.1 P.No.114)

GF toilets Sqm 2 2.00 1.50 6.00 Total 6.00

@ 600.00 3600.00

Providing flooring with 60 cms.x 60 ems. size Vitrified Skirting of approved

32 quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete. (I.No.14.44, P .No.115)

GF- Skirting Officer Sqm 2 15.21 0.10 3.04 Meeting hall Sqm 1 25.85 0.10 2.58 Computer Sqm 1 18.85 0.10 1.89 Corridor Sqm 1 33.90 0.10 3.39

Total 10.90 @ 1052.00 11468.90

KSRB 14.10-2: Flooring with 25mm to 40mm thick polished shahabad slabs using cement mortar 1 :6, 25mm thick over existing cement concrete bed or

33 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. Specification No. KBS (I.No.14.16, P .No.111.)

Godown area Sqm 1 4.54 10.50 47.65 Skriting Sqm 1 26.14 0.10 2.61

Total 50.26 @ 851.00 42773.39

KSRB 14.14-4: Providing colour glazed tiles of all sizes 6mm thick for flooring, treads of steps and landings laid on a bed of 12mm thick, cement

34 mortar 1 :3 mix, flush pointing using white cement with matching colour pigment , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.15.2 (I.No.l4.35, P .No.114.)

Ground floor Toilet Sqm 2 7.00 2.10 29.40

Page 16


No. 1 2 3 4 5 6 7 8 9 10

Deduction for dadooing Sqm -2 0.75 2.10 -3.15 basement

Total 26.25 @ 774.00 20317.50

KSRB 15-3.10 : Providing 20mm thick cement plaster in single coat with cement mortar 1 :3, to stone masonry including rounding off corners wherever

35 required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (I.No.15.18, P.No.121)

Ground floor Sqm Officer 2 rooms Sqm 2 16.118 3.03 97.68 Deduct D Sqm -1 1.2 2.10 -2.52 Deduct W1 Sqm -1.5 1.22 1.22 -2.23 Meeting hall Sqm 1 25.848 3.06 79.09 DeductD Sqm -0.5 1.2 2.00 -1.20 Deduct W1 Sqm -1 1.22 1.22 -1.49 Corridor Sqm 1 36.788 3.06 112.57 Deduct D Sqm -2.5 1.2 2.00 -6.00 Deduct D1 Sqm -1 0.75 2.00 -1.50 Deduct W! Sqm -0.5 1.22 1.22 -0.74 Deduct ED Sqm -0.5 1.5 2.00 -1.50 Computer Sqm 1 19.76 3.06 60.47 Deduct D Sqm -0.5 1.2 2.00 -1.20 Deduct W1 Sqm -0.5 1.22 1.22 -0.74 Billing window Sqm -0.5 0.98 1.22 -0.60 Godown Sqm 1 30.076 3.06 92.03 Deduct R.S Sqm -0.5 3.04 2.00 -3.04 DeductV1 Sqm -1 1.82 0.60 -1.09 Deduct DW Sqm -0.5 1.22 1.22 -0.74 DeductV2 Sqm -1 1.52 0.60 -0.91 Deduct V4 Sqm -0.5 1.22 0.60 -0.37

Tilet above glazed Sqm 2 7.00 1.06 14.84

tiles Total 430.80

@ 204.20 87968.95

KSRB 15-5.1 : Providing rough cement plastering 15mm thick in single coat with cement mortar 1 :4, to briok masonry for base of dadooing works with sand of

36 approved quality, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (I.No.15.30, P.No.121)

Ground floor toilets Sqm 2 7.00 2.10 29.40

Page 17

Sl. Description Unit Nos L B D Qty Rate Amount No. 1 2 3 4 5 6 7 8 9 10

Deduct 01 Sqm -1 0.75 2.00 -1.50 Deduct V4 Sqm -0.5 1.22 0.60 -0.37

Total 27.53 @ 125.00 3441.75

KSRB 15-3.11 : Providing 20mm thick cement plaster in single coat with cement mortar 1 :4, to stone masonry I concrete surface including rounding off

37 corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (I.No.15.19, P.No.121)

Ground floor Sqm 1 58.476 3.75 219.29 Deductions for Doors & windows

Doors Sqm -0.5 1.5 2.10 -1.58 RS Sqm -0.5 3.04 2.10 -3.19 Windows W1 Sqm -4.5 1.22 1.22 -6.70 BW Sqm -0.5 0.98 1.22 -0.60 ow Sqm -0.5 1.22 1.22 -0.74 V4 Sqm -1 1.22 0.60 -0.73 V2 Sqm -1 1.52 0.60 -0.91 V1 Sqm -1 1.82 0.60 -1.09 Parapet walls Sqm 1 61.678 2.55 157.28 Chajjas- W! Sqm 9 1.22 1.62 0.15 2.67 BW Sqm 1 0.98 1.62 0.15 0.24 ow Sqm 1 1.22 1.62 0.15 0.30 RS Sqm 1 3.64 1.20 0.15 0.66

All round slab Sqm 1 59.88 0.60 0.14 5.03

projection Total 369.91

@ 167.00 61774.7 4

KSRB 15-3-13 : Providing 12mm thick cement plaster in single coat with cement mortar 1 :3, to ceiling including rounding off corners wherever


Ground Floor Officer Sqm 2 4.46 3.60 32.10 Meeting hall Sqm 1 7.92 5.00 39.62 Computer Sqm 1 5.06 5.00 25.30 Corridor Sqm 1 13.00 1.50 19.50

Page 18

Sl. Description Unit Nos L B D Qty Rate No.

1 2 3 4 5 6 7 8 9 lnfront of toilet Sqm 1 1.58 3.80 6.01

Sqm 1 2.10 0.65 1.37 Gentrance porch Sqm 1 3.00 3.90 11.70 GF toilets Sqm 2 2.00 1.50 6.00 Godown area Sqm 1 4.54 10.50 47.65

Total 189.25 @ 154.80

KSRB 15-3.10 : Providing 20mm thick cement plaster in single coat with cement mortar 1 :3, to stone masonry including rounding off corners wherever


Sump tank Walls Sqm 1 11.00 1.50 16.50 Floor Sqm 1 3.00 2.50 7.50 Soak pit Sqm 1 4.16 1.80 7.48

Total 31.48 @ 189.00

KSRB 15-4.6 Extra for providing and mixing waterproofing compound in

40 cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1 :3, 20mm thick cost of materials complete as per specifications.(I.No.15.28, P.No.121)

Sump tank Walls Sqm 1 11.00 1.50 16.50 Floor Sqm 1 3.00 2.50 7.50 Soak pit Sqm 1 4.16 1.80 7.48

Total 31.48 @ 11.00

KSRB 15-14.1 : Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming

41 coat with distemper primer after throughly brooming 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. (I.No.15.49.L P.No.124)

For Internal walls -Ground floor

Sqm

Officer 2 rooms Sqm 2 16.118 3.03 97.68 Deduct D Sqm -1 1.2 2.10 -2.52 Deduct W1 Sqm -1.5 1.22 1.22 -2.23

Page 19

Amount

10

29295.19

5950.01

346.30

Sl. Description Unit Nos l B D Qty Rate Amount

No. 1 2 3 4 5 6 7 8 9 10

Meeting hall Sqm 1 25.848 3.06 79.09 DeductD Sqm -0.5 1.2 2.00 -1.20 Deduct W1 Sqm -1 1.22 1.22 -1.49 Corridor Sqm 1 36.788 3.06 112.57 DeductD Sqm -2.5 1.2 2.00 -6.00 DeductD1 Sqm -1 0.75 2.00 -1.50 Deduct W! Sqm -0.5 1.22 1.22 -0.74 Deduct ED Sqm -0.5 1.5 2.00 -1.50 Computer Sqm 1 19.76 3.06 60.47 Deduct D Sqm -0.5 1.2 2.00 -1.20 Deduct W1 Sqm -0.5 1.22 1.22 -0.74 Billing window Sqm -0.5 0.98 1.22 -0.60 Godown Sqm 1 30.076 3.06 92.03 Deduct R.S Sqm -0.5 3.04 2.00 -3.04 Deduct V1 Sqm -1 1.82 0.60 -1.09 Deduct OW Sqm -0.5 1.22 1.22 -0.74 Deduct V2 Sqm -1 1.52 0.60 -0.91 Deduct V4 Sqm -0.5 1.22 0.60 -0.37

Tilet above glazed Sqm 2 7.00 1.06 14.84

tiles Total 430.80

@ 50.00 21539.90

KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even

42 shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. With primer (I.No.15.53.2, P.No.125)

Ground floor Sqm 1 58.476 3.75 219.29

Deductions for Doors & windows Doors Sqm -0.5 1.5 2.10 -1.58 RS Sqm -0.5 3.04 2.10 -3.19 Windows W1 Sqm -4.5 1.22 1.22 -6.70 BW Sqm -0.5 0.98 1.22 -0.60 ow Sqm -0.5 1.22 1.22 -0.74 V4 Sqm -1 1.22 0.60 -0.73 V2 Sqm -1 1.52 0.60 -0.91 V1 Sqm -1 1.82 0.60 -1.09 Parapet walls Sqm 1 61.678 2.55 157.28 Chajjas- W! Sqm 9 1.22 1.62 0.15 2.67

Page 20


No. 1 2 3 4 5 6 7 8 9 10

BW Sqm 1 0.98 1.62 0.15 0.24 DW Sqm 1 1.22 1.62 0.15 0.30 RS Sqm 1 3.64 1.20 0.15 0.66 All round slab

Sqm 1 59.88 0.60 0.14 5.03 projection

Total 369.91 @ 62.00 22934.33


43 coat with distemper primer after throughly brooming 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. (I.No.15.49, P .No.124)

Ground Floor Officer Sqm 2 4.46 3.60 32.10 Meeting hall Sqm 1 7.92 5.00 39.62 Computer Sqm 1 5.06 5.00 25.30 Corridor Sqm 1 13.00 1.50 19.50 lnfront of toilet Sqm 1 1.58 3.80 6.01

Sqm 1 2.10 0.65 1.37 Gentrance porch Sqm 1 3.00 3.90 11.70 GF toilets Sqm 2 2.00 1.50 6.00 Godown area Sqm 1 4.54 10.50 47.65

Total 189.25 @ 50.00 9462.27


44 coat with distemper primer after throughly brooming 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. (I.No.15.49, P .No.124)

Ground Floor ED Sqm 1 1.50 4.20 6.30 RS Sqm 1 3.04 4.20 12.77 D Sqm 5 0.90 4.20 18.90 01 Sqm 2 0.60 4.20 5.04 W1 Sqm 9 1.22 1.22 13.40 Billing window Sqm 1 0.98 1.22 1.20 DW Sqm 1 1.22 1.22 1.49 V4 Sqm 2 1.22 0.60 1.46

Page 21

Sl. Description Unit Nos L 8 D Qty Rate Amount

No. 1 2 3 4 5 6 7 8 9 10

V2 Sqm 2 1.52 0.60 1.82 V1 Sqm 2 1.82 0.60 2.18 Wooden surface 25.43

@ 96.60 2456.54

Steel surface 39.13 @ 69.00 2699.97

Providing and fixing M.S.grill work for windows and ventilators weighing 21 kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and

45 square rods 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. Specification No. KBS 7.12 (!.No.7.9, P.No.15)

Ground Floor W1 Sqm 9 1.22 1.22 13.40 Billing window Sqm 1 0.98 1.22 1.20 ow Sqm 1 1.22 1.22 1.49 V4 Sqm 2 1.22 0.60 1.46 V2 Sqm 2 1.52 0.60 1.82 V1 Sqm 2 1.82 0.60 2.18

Total 21.55 21.55 21.00 452.58

@ 85.00 38469.61

KSRB 4-1 .5 : Providing and laying in position plain cement concrete of nominal mix 1:1.5:3 using 20mm and down size graded granite metaL

46 machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation,plinth and cills, including cost of materials, labour, HOM of machinery,curing complete as per specifications. Specification No. KBS 4.1 .4.2 (I.No.4.5, P .No.12)

Ground Floor Cum 1 18.84 11.60 0.07 14.42 Total 14.42

@ 4761.00 68672.21

Page 22


No. 1 2 3 4 5 6 7 8 9 10

KSRB 15-3.1 0 : Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry including rounding off corners wherever


Over terrace Sqm 1 18.84 11.60 218.52 Total 218.52

@ 200.00 43704.16

KSRB 2.5 : Earthwork excavation ( in deposited soil ) and filling sides of foundation upto plinth in layers not exceeding 20 ems. in depth, compacting

48 each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications specification No.KBS 2.9.9 I 2.9.10.1 I 2.1.1 (I.No.2.12, P.No.6)

Cum 1 17.14 10.50 0.50 89.97 Total 89.97

@ 167.00 15025.74

KSRB 4.9 .2 : Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and I or welding wherever required, tying with binding wire and anchoring to the

49 adjoining members wherever necessary complete as per design (laps and wastage shall not be measured paid) cost of materials, labour, HOM f machinery complete as per specifications.Specification No. KBS (I.No.4.46, P.No.19)

Column footing 39.15 50.00 1957.38 Columns 10.25 250.00 2561.63 Grade Beams 14.05 160.00 2248.34 Chajja 13.74 10.00 137.45 Plinth beam 23.50 140.00 3289.37 Roof slab 30.46 80.00 2437.08 Lintels 2.93 100.00 293.25

Total 12924.48 Kgs

129.24 SAY 130.00

@ 6781.00 881530.00

Page 23


No. 1 2 3 4 5 6 7 8 9 10

KSRB 13-8.5 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 11 Omm outside diameter

50 with special flange, compression type fittings, wall clips, making good the waiL ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 I 13.9 (I.No.13.70.4, P.No.1 01)

Rmtr 1 12.00 3.00 36.00 Total 36.00

@ 413.00 14868.00

TOTAL 3316542.32 Electrification Internal & External) 260000.00

3576542.32 Water supply & Sanitation@ 7.50% 248740.67

3825283.00 Rain Water Harvestin_g_ 75000.00

3900283.00 KRIDL Charges@ 10% 390028.30

4290311.30 Labour Cess @ 1% 42903.11

4333214.41 Miscellaneous & rounding off 1785.59

GRAND TOTAL 4335000.00

Page 24

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Proposed construction of Raitha Sam parka Kendras under RIDF-17 for the year 2011-12

Sl. District Taluks Proposed place of construction Site so Remarks N RSKs construction ofRSK availabili PI o. buildings y NS

Phy Finane DP sica ial

I (Rs in lakhs)

I Kolar Mulabagil u Duggasandra I 38 IOOXlOO SDP 2 Kolar Srinivaspura Yaldur I 38 75X60 SDP 3 Ch ikkaballapur Bagepalli Cheluru I 38 88XI05 SDP 4 Chikkaballapur Gowribidanur D.palya I 38 60X IOO SDP 5 Chikkaballapur Gowribidanur Gowribidanur I 38 2 acres SDP 6 Chikkaballapur Gudibande Somenahall i I 38 30X48 SDP 7 Tumkur Gubbi Chandrashekarapura I 38 30X40 SDP 8 Tumkur Gubbi Cheluru I 38 30X40 SDP 9 Tumkur Koratagere Tovinakere I 38 120X50 SDP 10 Shimoga Shikaripura Hittala I 38 80X80 SDP II Shimoga Shikaripura Shikaripura I 38 50Xl00 SDP 12 Shimoga Soraba Chandragutti I 38 lOOXIOO SDP 13 Shimoga Soraba Kuppagadde I 38 IOOX IOO SDP 14 Chitradurga Challakere Challakere I 38 60X40 SDP 15 Chitradurga Hiriyur Hiriyur I 38 60X40 SDP 16 Chitradurga Hollalkere Ramagiri I 38 200XI05 SDP 17 Chitradurga Hosdurga Madadagere I 38 60X40 SDP 18 Davanagere Chennagiri Chennagiri I 38 40X40 SDP 19 Davanagere Chennagiri Pandomatti I 38 IOOX60 SDP 20 Davanagere Harihara Harihara I 38 40X40 SDP 21 Davanagere Honnali Sasivehall i I 38 IOOX40 SDP 22 My sore K.R.Nagar Mirle I 38 0.04 acres SDP

23 Mysore Piriyapattana Ravandur I 38 60X IOO SDP 24 Chamarajanagar Chamaraj an agar Harave I 38 72X64 SDP 25 Chamarajanagar Gund lapete Begur I 38 IOguntas SDP 26 Chamarajanagar Gundlapete Han gala I 38 90X30 SDP 27 Mandya Nagamangala Cheenya I 38 75X IOO SDP 28 Mandya Pandavapura Jakkanahall i I 38 IOOX86 SDP

29 Hassan Holenarasipura Halekote I 38 60X60 SDP

30 Ch ikkamagal uru Tarikere Tarikere I 38 IOOX IOO SDP

31 Dharwad Kalagatagi Dhummavada I 38 30X40 SDP

32 Gadag Rona Naragal I 38 50X IOO SDP

33 Belgaum Gokak Gokak I 38 60X40 SDP

34 Raichur Lingasuguru Maski I 38 IOOX IOO SDP

35 Gulbarga A Ianda Madanahipparagi I 38 IOOX70 SDP

36 Gulbarga Jevargi lgeri I 38 60X60 SDP

37 Yadgiri Shahpura Doranahall i I 38 IOOXIOO SDP

38 Bidar Humnabad Chitaguppa I 38 60X60 SDP Grand Total 38 1444

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,---Proposed construction ofRaitha Samparka Kendras under RIDF-17 for the year 2011-12 .

/

sl. District Taluks Proposed place of construction Site SD Remarks N RSKs construction ofRSK availabili P/ o. buildings y NS

Phy Finane DP sica ial

I (Rs in lakhs)

1 Kolar Mulabagilu Duggasandra 1 38 100X100 SOP li avT .. 2 Kolar Srinivaspura Yaldur 1 38 75X60 SOP TtrXT 3 Chikkaballapur Bagepalli Cheluru 1 38 88X105 SOP Tr orf:z. 4 Chikkaballapur Gowribidanur D.pa1ya 1 38 60X100 SOP T: ~ T.:z.. 5 Ch ikkaba11apur Gowribidanur Gowribidanur 1 38 2 acres SOP T, t71"Tz. 6 Chikkaballapur Gudibande Somenahalli 1 38 30X48 / SOP _,, 7 Tumkur Gubbi Chandrashekarapura 1 38 30X40 "' SOP - '1":1 8 Tumkur Gubbi Cheluru 1 38 30X40 / SOP -9 · Tumkur Koratagere Tovinakere I 38 I20X50 SOP -r.~ 10 Shimoga Shikaripura Hittala 1 38 80X80 SOP Ti or'r:z. 1 I Shimoga Shikaripura Shikaripura 1 38 50X100 SOP il'i {)f- I:. I2 Shimoga Soraba Chandragutti I 38 100X100 SOP Ti ~~.z. 13 Shimoga Soraba Kupjia,gadde 1 38 100X100 SOP Ti t~~-·r~

14 Chitradurga Cha11akere Cha11akere 1 38 60X40 SOP - 'f3 15 Chitradurga Hiriyur Hiriyur 1 38 60X40 SOP - 12 16 Chitradurga Hollalkere Ramagiri 1 38 200X105 SOP -r, ct-1 ;L

17 Chitradurga Hosdurga Madadagere 1 38 60X40 SOP - I, 18 Davanagere Chennagiri Chennagiri 1 38 40X40 v SOP - 1 .. 19 Davanagere Chennagiri Pandomatti 1 38 100X60 SOP -r, a-T 2.

20 Davanagere Harihara Harihara 1 38 40X40 SOP - -r; 21 Davanagere Honnali Sasivehalli 1 38 100X40 SOP - -r; 22 Mysore K.R.Nagar Mirle 1 38 0.04 acres. SOP T, a- T2 23 Mys01;e Piriyapattana Ravandur 1 38 60Xl00 SOP li d'l'.,-7-,.

24 Chamarajanagar Chamarajanagar Harave 1 38 72X64 SOP 1i c?r l]..

25 Chamarajanagar Gundlapete Begur 1 38 lOguntas SOP 11 or '17-

26 Chamarajanagar Gundlapete Han gala I 38 90X30 SOP -. T3

27 Mandy a N agamangala Cheenya 1 38 75X100 SOP li t?)- ' l-z..,

28 Mandya Pandavapura J akkanahall i I 38 100X86 SOP -r; tt ·r1. 29 Hassan Holenarasipura Halekote 1 38 60X60 SOP -T~

30 Chikkamagaluru Tarikere · Tarikere 1 38 lOOXlOO SOP 1i cy 'fL.-31 Dharwad Kalagatagi Dhummavada 1 38 30X40 / SOP - I. 32 Gadag Rona Naragal 1 38 50X100 SOP --r-, cr ("J...

33 Belgaum Gokak Gokak 1 38 60X40 SOP - TJ ·-

34 Raichur Lingasuguru Maski I 38 IOOX 100 SOP __ 1L~-.!i .. 35 Gulbarga Alanda Madanahipparagi 1 38 IOOX70 SOP Ti .,.,2 36 Gulbarga Jevargi 1geri I 38 60X60 SOP .,-, or r., 37 Yadgiri Shahpura Doranahalli I 38 100X100 SOP "it « Tz... 38 Bidar Humnabad Chitagupp<i . I 38 60X60 SOP 'Tiff--t;

Grand Total 38 1444

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I 8 0 I 0~ '!~AGRICULTURE OFFICE~ s;! I :OS :i I~ I s;! I .

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D l!!!lm RAITHA SM\PARKA KENDRA IN KARNA TAKA, INDIA

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·oRG No.: T2-WRK-ARCH-GF-01

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GROUND FLOOR PLAN

= FOR EXECUTION

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150rnm T'k 1:4:8 P.C.C floor Bose

N N

RCC \jn\el to Sir. detail

50mm wide Drip ~old

~Ox20x20cm Solid COI\cre\e block in super structure conformir.g to IS: 2185/ 1965 in c.m U Flooring As per Specs KSRB 14.43

S.S.U waH foundation in C.J.I I :8 to str. details

D1'1CIL ENLAAGED OETNL OF WINDOW EXTERNAL 'tiAI.I

2-4 I TYPE· 2 • WORKING'SECTIOI'-.- Sh 1 of 1

SECTION

IOmm lhk Cement aslerinq in C.N.I :J

olid concrete bk>ck masonry - oil in cement mortOf 1:-4

ement mortar 1 :J losteri"'l at 60' aogle

- smooth finishing ith erlro cement

irting or Dodo as per specs KSRBH-17.2

ishe<l floor 1YI

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lXP!CAl OETM. OF rwJO OR SKIRTING

150mm n

A- A

PUNJH PROTECTION DETAILS DETAIL AI- D

SECTJONAL DETAIL AT XX

DRG. No. T2-WRK-ARCH-SEC,02

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window in section specs os per .KSR87.24.1o

1:2:4 sill detail

thk.solid concrete wall in c.m I :4

_r... . T D 20cm th'k C.C block wall Foundo ti011

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fLAN Of" RAMP

DETAIL AT- 88

ENTRANCE RAMP DETAILS

SHEET NO:

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= RAITHA SAMPARKA KENDRA IN KARNATAKA, INDIA.

OEPAIIT~€111


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SECTION·AA & DETAILS

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ELEVATION - E3

ELEVAIION - E1

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LEGEND

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P>ltlJ£0

RAITHA SAMPARKA KENDRA IN KARNATAKA, INDIA.

OEPAAT~I<ll

AGRICUlTURE DEPARTMENT

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projection all round 0.<5

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I TYPE - 2 WORKING ELEVATIONS- Sh 2 of 2

ELEVATION E2

l I O R.C.C Co~ I 0

(Proj in parapet) 10:6001 ~

ELEVATION - E4

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RAITHA SAMP ARKA KENDRA IN KARNATAKA, INDIA.


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SECTION - A- A

DRG . No. T3· WRK-ARCH-SEC-02

20c:m thk.solid concrete ;, c.m 1 :4(Poropel .all)

PEIA!L AT- BB

ENTRANCE RAMP DETAILS

-SECTION - AA

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WORKING ORA WING

'3 - 3

I TYPE - 3- WORKING ELEVATIONS - Sh 2 of 2 I 20cm thk.soGd concrete block woll in c.m 1:4

20cm thk.solid concrete block. liiCI in c.m 1:4

ELEVATION- E3

ELEVATION - E1

DRG. No. T3- WRK-ARCH·EV-03

D """"' RAITHA SAMPARKA KENDRA IN KARHATAKA., INDIA

""""""' AGRICULTURE DEPARTMENT

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ELEVATION - E4

1-r .

SHEET NO :ARCH-14 DRG. No. T3· WRK·ARCH-EV-04

-ELEVATION -E2,E4 .IWlA

FOR EXECUTION

WORKING DRAWING

estimated cost rs.43,35,000 - welcome to · pdf filebeam, roof slab for chajja. ... around the...

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