RETROFITTING WORK OF VAN BHAVAN OFFICE BUILDING AT ADAJAN IN SURAT (TOILET BLOCK SIDE)

1 Civil Work

A Total

C Add Contingency Charges 2.25%

D Total A + B + C

Say Total

RETROFITTING WORK OF VAN BHAVAN OFFICE BUILDING AT ADAJAN IN SURAT (TOILET BLOCK SIDE)

SOR Rate 2024-25 SOR Rate 2024-

Sr. No. Quantity Ref Description of Item 1% Lc. Per / Unit Total Amount

Sr. No. Quantity Ref Description of Item 1% Lc. Per / Unit Total Amount

W/o 1% L.C. 25 With 1% L.C.

Dismentaling tiled of stone floors laid in mortar including stacking of

20005) serviceable materilas and disposal of unserviceable materials with all 49.61 0.50 50.11 Smt

lead and lift.

Demolition of Brickwork and stone masonary including stacking of

20003B) serviceable materials and disposal of unserviceable materials with all 572.20 5.72 577.92 Cmt

lead and lift. (ii)In cement mortar

Demolition including stacking of serviceable materilas

20002) and disposal of unserviceable materials with all lead and 1099.75 11.00 1110.75 cu.m

lift. (i) R.C.C. work

Excavation for foundation upto 1.5 m depth including sorting out and

04B001C) stacking of useful materials and disposing off the excavated stuff upto 460.53 4.61 465.14 Cmt

50 Meter lead.(C) Hard Murrum/or any surface

Filling in plinth and foundation with sand under floors including

04007A) watering ramming, consolidating and dressing complete 477.03 4.77 481.80 Cmt

04008A) 20cm. thickness including watering, ramming and consolidating etc. 298.79 2.99 301.78 Cmt

complete. (more than 10 ton)

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

7 33.00 (SOR ID 4006) 135.56 1.36 136.92 Cmt

depth consolidating each disposited layer by ramming and

Carring out plinth treatment to post construction / existing structure by

spraying chemical solution for termite control treatment including

labour and material consistent with I.S.I specification. Using Chlordane

and Chiorpurfiles 20 EC. As Per 6131_paret-II Concentration Weight

22007) one percent is recommended i.e one liter 20 EC chemical emulsion with 86.17 0.86 87.03 Smt.

19 liter give 1 % concentration inclusive of one liter chemical emulsion

application at the rate of 5 Liter chemical/ Sqm of surface is

recommended as per I.S.

SOR Rate 2024-25 SOR Rate 2024-

Sr. No. Quantity Ref Description of Item 1% Lc. Per / Unit Total Amount

Sr. No. Quantity Ref Description of Item 1% Lc. Per / Unit Total Amount

W/o 1% L.C. 25 With 1% L.C.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse

(SOR ID sand : 4- graded stone aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A) Foundation and Plinth

Providing and laying in position Ready Mixed M-300 grade concrete for

reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping

#REF! 8.20 R.A.= 1.0 of R.M.C. from transit mixer to site of laying, including the cost of 5647.00 56.47 5703.47 Cmt.

centering shuttering finishing and excluding reinforcement including

cost of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Cement level 475 kg )

Providing and fixing temporary steel props/support system to take the

load of the surrounding structure during the repair process, including

necessary staging and removal after completion. complete with all the

12 135.00 MR required tools, tackles, labourers as required and as directed by the 400.00 4.00 404.00 Sqm

engineer in charge. Unit will be in sqm and For measurement, column

Height and Length will be measured.

Chipping of existing concrete surface using mechanical tools to remove

loose/damaged concrete and expose coarse aggregates, including

cleaning the surface with wire brush, removal of dust, debris and

laitance. P/A ANTI CORROSIVE RUST REMOVER ON REIN Providing and

applying anti corrosive rust remover "Rusticide" of M/S Sunanda

speciality coating pvt Ltd or equivalent approved including cleaning 580.00 5.80 585.80 Smt.

the reinforcement bars with wire brush or air blowing including

removing of all loose particle with applying rust remover thoroughly on

reinforcement bars by using cotton waste swab etc. complete with all

the required tools, tackles, labourers as required and as directed by the

engineer in charge.

SOR Rate 2024-25 SOR Rate 2024-

Sr. No. Quantity Ref Description of Item 1% Lc. Per / Unit Total Amount

Sr. No. Quantity Ref Description of Item 1% Lc. Per / Unit Total Amount

W/o 1% L.C. 25 With 1% L.C.

Drilling holes in existing column using rotary hammer drill and fixing

12 mm dia L-shaped TMT bars as shear connectors in zig-zag pattern

14 900.00 MR at 600 mm c/c on all faces, including cleaning of holes, filling with 195.00 1.95 196.95 Nos

approved epoxy/chemical grout and proper anchorage. complete with

all the required tools, tackles, labourers as required and as directed by

the engineer in charge.

Providing and applying polymer modified mortar treatment in

proportion (Cement : White Sand : SBR = 1 : 1 : 0.14) in layers up to

mm thickness each by hand pressing method over prepared concrete

surface, including surface cleaning and roughening, application of

bonding coat, placing and compacting mortar, finishing to a rough 850.00 8.50 858.50 Smt.

texture to ensure proper bond with subsequent RCC jacketing,

including curing, all materials, labour, tools and equipment complete as

per specification and directed by EIC.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc. Height

(SOR ID of propping and centering below supporting floor to ceiling not 317.52 3.18 320.70 Smt.

exceeding 4M. and removal of the same for insitu reinforced concrete

and plain concrete work in. (G) Columns Pillars Posts and struts

Providing and laying minimum 100 mm thick RCC jacketing around

existing column using design mix M30 micro concrete, including

addition of approved admixtures (superplasticizer) and fiber

reinforcement 3s 12mm fibers (Recron or equivalent),

17 13.30 MR including: 79000.00 790.00 79790.00 Cmt

-Pouring/pumping of micro concrete

-Compaction using vibrator (if applicable)

-Finishing to line and level

The work shall be carried out from foundation level up to required

height (including terrace level if specified).

Providing TMT Bar FE 550D reinforcement for R.C.C.

05014D) work including bending, binding and placing in position 94.05 0.94 94.99 Kg

complete upto floor two level

ESTIMATE-1 MEASUREMENT

ESTIMATE-1

Sr. TE. Height /

Description / Location Unit/ Fl'r No. Length Width Total Qty

No. No. Depth

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of

1 unserviceable materials with all lead and lift.

# For Footing

Total =

Smt Say for item No. 1 =

Demolition of Brickwork and stone masonary including stacking of serviceable materials and disposal of unserviceable

2 materials with all lead and lift. (ii)In cement mortar

# Dismantling

# Columns 6 No. 1 0.23 8.75

Total =

Smt Say for item No. 2 =

3 Demolition including stacking of serviceable materilas

Dismantling

Columns 6 No. 0.6 0.3 8.75

Total =

Smt Say for item No. 3 =

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the

4 2 excavated stuff upto 50 Meter lead.(C) Hard Murrum/or any surface

# Additional pad footing

Total =

Cmt Say for item No. 4 =

Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete

# Additional pad footing

Total =

Cmt Say for item No. 5 =

6 3ii and consolidating etc. complete. (more than 10 ton)

# Additional pad footing

Total =

Cmt Say for item No. 6 =

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not

7 3iv exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

Excavation Soil Quantity Using Statement

Not For Count

As Per Item No- 1 *

Total excavation (2 To 2iii)

Deduction of Dabris 10 % of

Deduction Westage & Hard stone of 10% of of

-1 Unit * 4.80 10% of of 1351 Cmt. -4.80

Excavation Quantity.

Deduction of footing -1 Unit * 10.30 -10.30

Final calculation For Surplus Earth 32.90 Cmt total Qty.

Total =

Cmt Say for item No. 7 =

ESTIMATE-1 MEASUREMENT

Sr. TE. Height /

Description / Location Unit/ Fl'r No. Length Width Total Qty

No. No. Depth

Carring out plinth treatment to post construction / existing structure by spraying chemical solution for termite control

treatment including labour and material consistent with I.S.I specification. Using Chlordane and Chiorpurfiles 20 EC. As

Per 6131_paret-II Concentration Weight one percent is recommended i.e one liter 20 EC chemical emulsion with

8 4 liter give 1 % concentration inclusive of one liter chemical emulsion application at the rate of 5 Liter chemical/ Sqm of

surface is recommended as per I.S.

# Footing area 6 No. 2.00 2.00

Total =

Cmt Say for item No. 8 =

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal

9 5 size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Total =

Cmt Say for item No. 9 =

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere work , using

cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,

### 7b including the cost of centering shuttering finishing and excluding reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as

per latest IS 456 shall be maintained) (Cement level 475 kg )

*1 Ground Floor

Total =

Cmt #REF! =

Providing and fixing temporary steel props/support system to take the load of the surrounding structure during the

repair process, including necessary staging and removal after completion. complete with all the required tools, tackles,

12 labourers as required and as directed by the engineer in charge. Unit will be in sqm and For measurement, column

Height and Length will be measured.

*1 Ground Floor

*1 Total Columns

# 350x750-- Increased size 550x950 6 No. 3 7.50

Total =

Nos Say for item No. 12 =

Chipping of existing concrete surface using mechanical tools to remove loose/damaged concrete and expose coarse

aggregates, including cleaning the surface with wire brush, removal of dust, debris and laitance. P/A ANTI CORROSIVE

RUST REMOVER ON REIN Providing and applying anti corrosive rust remover "Rusticide" of M/S Sunanda speciality

coating pvt Ltd or equivalent approved including cleaning the reinforcement bars with wire brush or air blowing

13 including removing of all loose particle with applying rust remover thoroughly on reinforcement bars by using cotton

waste swab etc. complete with all the required tools, tackles, labourers as required and as directed by the engineer in

Total Columns

Total =

Smt Say for item No. 13 =

Drilling holes in existing column using rotary hammer drill and fixing 12 mm dia L-shaped TMT bars as shear

connectors in zig-zag pattern at 600 mm c/c on all faces, including cleaning of holes, filling with approved

14 epoxy/chemical grout and proper anchorage. complete with all the required tools, tackles, labourers as required and

as directed by the engineer in charge.

ESTIMATE-1 MEASUREMENT

Sr. TE. Height /

Description / Location Unit/ Fl'r No. Length Width Total Qty

No. No. Depth

*1 Total Columns

Total =

Nos\ Say for item No. 14 =

Providing and applying polymer modified mortar treatment in proportion (Cement : White Sand : SBR = 1 : 1 : 0.14) in

layers up to 22 mm thickness each by hand pressing method over prepared concrete surface, including surface cleaning

15 7d and roughening, application of bonding coat, placing and compacting mortar, finishing to a rough texture to ensure

proper bond with subsequent RCC jacketing, including curing, all materials, labour, tools and equipment complete as

per specification and directed by EIC.

*1 Total Columns

Total =

Cmt Say for item No. 15 =

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting

and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M. and removal of

16 the same for insitu reinforced concrete and plain concrete work in. (G) Columns Pillars Posts and struts

*1 Total Columns

# 350x750-- Increased size 550x950 6 No. 2 8.30

Total =

Cmt Say for item No. 16 =

Providing and laying minimum 100 mm thick RCC jacketing around existing column using design mix M30 micro

concrete, including addition of approved admixtures (superplasticizer) and fiber reinforcement 3s 12mm fibers (Recron

17 or equivalent),

including:

-Pouring/pumping of micro concrete

*1 Total Columns Thickness

# 350x750-- Increased size 550x950 6 No. 0.95 0.55 8.50

450x450-- Increased size 650x650 -6 No. 0.75 0.35 8.50 -13.39

Total =

Cmt Say for item No. 17 =

Providing TMT Bar FE 550D reinforcement for R.C.C.

18 12 work including bending, binding and placing in position

complete upto floor two level

### For footing * 8.200 * 40.00 Kg/ Cmt 328

For Columns

Bar type Dia Unit Nos L Total Rmt Wt/Rmt KG total

Main 12mm 6 No. * 12.000 * 11.000 * 792.000 0.89

Stirrups 8mm 6 No. * 70.000 * 3.000 * 1260.000 0.39

Total =

Kg. Say for item No. 18 =

Rate Analysis

Rate Analysis S.O.R. Base R & B Division Year 2024-25

Rate Analysis

R.A.= 1 For Item No.

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, including the cost of centering shuttering finishing and excluding reinforcement

including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS

456 shall be maintained) (Cement level 475 kg )

Assu.Size For Cost 1 * 1.5 * 1.5 * 0.5 = 1.13 Cmt

Particular Qty. Unit Rate Amount

a Concrete M30 (05057) 1.13 Cmt. 5161.90

b Shuttering (09001A) 3.00 Smt 181.91

Total for Labour & material

Total for 1.125 Cmt

Total for 1 Cmt

Say Rs.= 5647.00 Cmt

R.A.= 2 For Item No.

Providing 15mm thick Water proof Cement Plaster in single coat on brick/concrete wall for interior plastering at all floor Lvl. & finished even

and smooth in(i) Cement mortar 1:4 (1-cement :4-sand) For First Floor, etc. Complete, as per detailed and directed by EIC

Assu.Size For Cost 1 * 1 * * 1 = 1.00 Smt

Particular Qty. Unit Rate Amount

a 15mm. Thk. Plaster CM. 1:4 SOR -17002B+17007A(Average) 1.00 Smt. 187.46

b Cement Consumption as per SOR-17005 8.51 Kg. Per Smt. 0.20 Bag 48.77

Total for Labour & material

Total for 1 Smt

Total for 1 Smt

Say Rs.= 197.05 Smt

Rate Analysis Sheet Page: 8 of