Sr.no/B6/mandi mahasamund/12-2/26-27/2919/raipur/19.08.2026

DRAWING FOR THE CONSTRUCTION OF COVERED SHED

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD, RAIPUR , DISTT - MAHASAMUND

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of COVER SHED size ( 30.40 x 15.40 ) & CEMENT CONCRETE WORK in paddy purchase center …............................................................, BLOCK - MAHASAMUND , DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01.01.2015 cost 38.18

S.n o S.O.R. DETAIL Description of items Nos Length Width Height QTY Unit Rate Amount

PART - A ( COVER SHED size ( 30.40 x 15.40 )

1 ITEM NO. - 1.2 PAGE NO.- 09 @ PER SQM 7.20 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 ITEM NO. - 1.1/1.1.1/ PAGE NO.- 09 @ 185.00 PER CUM Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

3 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 ITEM NO. - 3.2/3.2.1 PAGE NO.- 23 @ 4163 PER CUM 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

ground beam l/w 20 2.60 0.30 0.30 4.68

5 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 PER SQM Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. Footing 26 4 1.50 0.30 46.80

ground beam 20 2 2.60 0.30 31.20

6 ITEM NO. 1.17/ PAGE NO.- 11 @ 65.00 PER CUM 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

total ex. Qty . Item no-2 126.36

Deduction base qty . Item no-3 -12.64

Deduction footing qty. Item no-4 -17.55

Deduction up to top level Item no-4 22 0.40 0.40 1.05 -3.70

7 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

up to top level 20 2.60 0.30 0.60 9.36

8 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

9 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

10 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like 12.25.2 40 mm wide.

11 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 11.2 Providing and making 12mm thick cement plaster of mix: 11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

outer side l/w 2 30.40 1.00 60.80

12 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

qty same as per item no .11 91.60

13 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

14 ITEM NO. - 3.12/3.12.1 / PAGE NO.- 24 @ 54.50 KG 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

COLUMN REINFORCEMENT

Column 16 mm bar 22 4 3.10 1.580 KG/M 431.02

Column 12 mm bar 22 4 3.10 0.888 KG/M 242.25

Column 12 mm bar 4 6 3.10 0.888 KG/M 66.07

8 mm bar ring bar 4 12 1.10 0.395 KG/M 20.86

15 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

bottam plat 12mm thik 22 0.40 0.40 94.20 331.58

16 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and botto m purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.9.3.1 Electric resistance or induction butt welded tubes Grade-250

17 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

18 10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as perIS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns using self drilling/ selftapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1 Ridges plain (500-600mm)

19 9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

20 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

TOTAL :- PART -A 2146364.00

PART -B ( CEMENT CONCRETE WORK)

1 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

2 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

TOTAL :- PART -B 1560613.00

TOTAL :- ( PART -A + PART -B ) 3706977.00

ADD 3% FOR OTHER CONTENGENCIES 111209.00

SAY LACS , Rs:- 38.18

Sub-Engineer Asst. Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of BOUNDARY WALL in paddy purchase center -sher, DISTT.- MAHASAMUND , C.G.

Rates :- Based on SOR of C.G. PWD Building Works With Effect From 01-01-2015

TOTAL COST 14.95

S.n Description of items No. L W H Qty Unit Rate Amount

1 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains orfor any other purpose including disposal of excavated stuff upto 1.5 m liftand lead upto 50m (at least 5m away from the excavated area),includingdressing and leveling of pits.1.1.1 In all types of soils.

3 Providing and laying nominal mix plain cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 Providing and laying nominal mix reinforced cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth levelexcluding cost of form work.3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mmnominal size)..

GL ground beam 1 30.20 0.30 0.30 2.72

5 Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:3.12.1 Thermo-Mechanically treated bars FE 415

6 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

DEDUCTION COL. -3.71

7 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)

DEDUCTION COL. 11 0.20 0.20 0.10 -0.04

8 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

DEDUCTION COL. 11 0.20 0.20 1.50 -0.66

9 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for:2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. up to gl beam level 11 1.00 1.20 13.20

ground beam 2 30.20 0.30 18.12

10 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

11 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.8 Beams, lintels, cantilevers & walls

DEDUCTION COL. 11 0.20 0.10 -0.22

12 Providing and making 12mm thick cement plaster of mix:11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

13 Providing and making 15mm thick cement plaster on the rough side ofsingle or half brick wall of mix::11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

14 11.1 Providing and making 6mm thick cement plaster of mix: 11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

15 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint ofrequired shade as per manufacturer's specifications to give protective anddecorative finish including cleaning washing of surface etc. complete with:14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

12 mm plaster 66.44

15 mm plaster 66.44

06 mm plaster 11.04

Total- for 30.20 m 196332.04

as per for 1.00 m 6501.06

Total Part -A for 221.00 m 1436734.43

16 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

17 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

Total- Part -B 7551.00

Total- Part - A+B 1444285.43

Add 3 % Contigency 43328.56

Sub-Engineer Asstt-Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. MAHASAMUND

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of COVER SHED size ( 30.40 x 15.40 ) & CEMENT CONCRETE WORK in paddy purchase center -KOSRANGI , DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01.01.2015 cost 38.18

S.n o S.O.R. DETAIL Description of items Nos Length Width Height QTY Unit Rate Amount

PART - A ( COVER SHED size ( 30.40 x 15.40 )

1 ITEM NO. - 1.2 PAGE NO.- 09 @ PER SQM 7.20 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 ITEM NO. - 1.1/1.1.1/ PAGE NO.- 09 @ 185.00 PER CUM Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

3 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 ITEM NO. - 3.2/3.2.1 PAGE NO.- 23 @ 4163 PER CUM 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

ground beam l/w 20 2.60 0.30 0.30 4.68

5 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 PER SQM Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. Footing 26 4 1.50 0.30 46.80

ground beam 20 2 2.60 0.30 31.20

6 ITEM NO. 1.17/ PAGE NO.- 11 @ 65.00 PER CUM 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

total ex. Qty . Item no-2 126.36

Deduction base qty . Item no-3 -12.64

Deduction footing qty. Item no-4 -17.55

Deduction up to top level Item no-4 22 0.40 0.40 1.05 -3.70

7 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

up to top level 20 2.60 0.30 0.60 9.36

8 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

9 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

10 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like 12.25.2 40 mm wide.

11 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 11.2 Providing and making 12mm thick cement plaster of mix: 11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

outer side l/w 2 30.40 1.00 60.80

12 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

qty same as per item no .11 91.60

13 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

14 ITEM NO. - 3.12/3.12.1 / PAGE NO.- 24 @ 54.50 KG 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

COLUMN REINFORCEMENT

Column 16 mm bar 22 4 3.10 1.580 KG/M 431.02

Column 12 mm bar 22 4 3.10 0.888 KG/M 242.25

Column 12 mm bar 4 6 3.10 0.888 KG/M 66.07

8 mm bar ring bar 4 12 1.10 0.395 KG/M 20.86

15 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

bottam plat 12mm thik 22 0.40 0.40 94.20 331.58

16 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and botto m purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.9.3.1 Electric resistance or induction butt welded tubes Grade-250

17 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

18 10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as perIS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns using self drilling/ selftapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1 Ridges plain (500-600mm)

19 9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

20 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

TOTAL :- PART -A 2146364.00

PART -B ( CEMENT CONCRETE WORK)

1 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

2 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

TOTAL :- PART -B 1560613.00

TOTAL :- ( PART -A + PART -B ) 3706977.00

ADD 3% FOR OTHER CONTENGENCIES 111209.00

SAY LACS , Rs:- 38.18

Sub-Engineer Asst. Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of COVER SHED size ( 30.40 x 15.40 ) & CEMENT CONCRETE WORK in paddy purchase center -MALIDIH ( TUMGAON ), DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01.01.2015 cost 38.18

S.n o S.O.R. DETAIL Description of items Nos Length Width Height QTY Unit Rate Amount

PART - A ( COVER SHED size ( 30.40 x 15.40 )

1 ITEM NO. - 1.2 PAGE NO.- 09 @ PER SQM 7.20 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 ITEM NO. - 1.1/1.1.1/ PAGE NO.- 09 @ 185.00 PER CUM Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

3 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 ITEM NO. - 3.2/3.2.1 PAGE NO.- 23 @ 4163 PER CUM 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

ground beam l/w 20 2.60 0.30 0.30 4.68

5 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 PER SQM Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. Footing 26 4 1.50 0.30 46.80

ground beam 20 2 2.60 0.30 31.20

6 ITEM NO. 1.17/ PAGE NO.- 11 @ 65.00 PER CUM 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

total ex. Qty . Item no-2 126.36

Deduction base qty . Item no-3 -12.64

Deduction footing qty. Item no-4 -17.55

Deduction up to top level Item no-4 22 0.40 0.40 1.05 -3.70

7 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

up to top level 20 2.60 0.30 0.60 9.36

8 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

9 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

10 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like 12.25.2 40 mm wide.

11 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 11.2 Providing and making 12mm thick cement plaster of mix: 11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

outer side l/w 2 30.40 1.00 60.80

12 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

qty same as per item no .11 91.60

13 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

14 ITEM NO. - 3.12/3.12.1 / PAGE NO.- 24 @ 54.50 KG 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

COLUMN REINFORCEMENT

Column 16 mm bar 22 4 3.10 1.580 KG/M 431.02

Column 12 mm bar 22 4 3.10 0.888 KG/M 242.25

Column 12 mm bar 4 6 3.10 0.888 KG/M 66.07

8 mm bar ring bar 4 12 1.10 0.395 KG/M 20.86

15 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

bottam plat 12mm thik 22 0.40 0.40 94.20 331.58

16 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and botto m purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.9.3.1 Electric resistance or induction butt welded tubes Grade-250

17 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

18 10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as perIS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns using self drilling/ selftapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1 Ridges plain (500-600mm)

19 9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

20 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

TOTAL :- PART -A 2146364.00

PART -B ( CEMENT CONCRETE WORK)

1 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

2 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

TOTAL :- PART -B 1560613.00

TOTAL :- ( PART -A + PART -B ) 3706977.00

ADD 3% FOR OTHER CONTENGENCIES 111209.00

SAY LACS , Rs:- 38.18

Sub-Engineer Asst. Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of COVER SHED size ( 30.40 x 15.40 ) & CEMENT CONCRETE WORK in paddy purchase center -beltukari ( TUMGAON ) , DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01.01.2015 cost 38.18

S.n o S.O.R. DETAIL Description of items Nos Length Width Height QTY Unit Rate Amount

PART - A ( COVER SHED size ( 30.40 x 15.40 )

1 ITEM NO. - 1.2 PAGE NO.- 09 @ PER SQM 7.20 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 ITEM NO. - 1.1/1.1.1/ PAGE NO.- 09 @ 185.00 PER CUM Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

3 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 ITEM NO. - 3.2/3.2.1 PAGE NO.- 23 @ 4163 PER CUM 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

ground beam l/w 20 2.60 0.30 0.30 4.68

5 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 PER SQM Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. Footing 26 4 1.50 0.30 46.80

ground beam 20 2 2.60 0.30 31.20

6 ITEM NO. 1.17/ PAGE NO.- 11 @ 65.00 PER CUM 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

total ex. Qty . Item no-2 126.36

Deduction base qty . Item no-3 -12.64

Deduction footing qty. Item no-4 -17.55

Deduction up to top level Item no-4 22 0.40 0.40 1.05 -3.70

7 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

up to top level 20 2.60 0.30 0.60 9.36

8 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

9 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

10 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like 12.25.2 40 mm wide.

11 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 11.2 Providing and making 12mm thick cement plaster of mix: 11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

outer side l/w 2 30.40 1.00 60.80

12 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

qty same as per item no .11 91.60

13 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

14 ITEM NO. - 3.12/3.12.1 / PAGE NO.- 24 @ 54.50 KG 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

COLUMN REINFORCEMENT

Column 16 mm bar 22 4 3.10 1.580 KG/M 431.02

Column 12 mm bar 22 4 3.10 0.888 KG/M 242.25

Column 12 mm bar 4 6 3.10 0.888 KG/M 66.07

8 mm bar ring bar 4 12 1.10 0.395 KG/M 20.86

15 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

bottam plat 12mm thik 22 0.40 0.40 94.20 331.58

16 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and botto m purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.9.3.1 Electric resistance or induction butt welded tubes Grade-250

17 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

18 10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as perIS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns using self drilling/ selftapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1 Ridges plain (500-600mm)

19 9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

20 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

TOTAL :- PART -A 2146364.00

PART -B ( CEMENT CONCRETE WORK)

1 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

2 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

TOTAL :- PART -B 1560613.00

TOTAL :- ( PART -A + PART -B ) 3706977.00

ADD 3% FOR OTHER CONTENGENCIES 111209.00

SAY LACS , Rs:- 38.18

Sub-Engineer Asst. Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of COVER SHED size ( 30.40 x 15.40 ) & CEMENT CONCRETE WORK in paddy purchase center -sher, DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01.01.2015 cost 38.18

S.n o S.O.R. DETAIL Description of items Nos Length Width Height QTY Unit Rate Amount

PART - A ( COVER SHED size ( 30.40 x 15.40 )

1 ITEM NO. - 1.2 PAGE NO.- 09 @ PER SQM 7.20 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 ITEM NO. - 1.1/1.1.1/ PAGE NO.- 09 @ 185.00 PER CUM Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

3 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 ITEM NO. - 3.2/3.2.1 PAGE NO.- 23 @ 4163 PER CUM 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

ground beam l/w 20 2.60 0.30 0.30 4.68

5 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 PER SQM Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. Footing 26 4 1.50 0.30 46.80

ground beam 20 2 2.60 0.30 31.20

6 ITEM NO. 1.17/ PAGE NO.- 11 @ 65.00 PER CUM 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

total ex. Qty . Item no-2 126.36

Deduction base qty . Item no-3 -12.64

Deduction footing qty. Item no-4 -17.55

Deduction up to top level Item no-4 22 0.40 0.40 1.05 -3.70

7 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

up to top level 20 2.60 0.30 0.60 9.36

8 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

9 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

10 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like 12.25.2 40 mm wide.

11 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 11.2 Providing and making 12mm thick cement plaster of mix: 11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

outer side l/w 2 30.40 1.00 60.80

12 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

qty same as per item no .11 91.60

13 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

14 ITEM NO. - 3.12/3.12.1 / PAGE NO.- 24 @ 54.50 KG 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

COLUMN REINFORCEMENT

Column 16 mm bar 22 4 3.10 1.580 KG/M 431.02

Column 12 mm bar 22 4 3.10 0.888 KG/M 242.25

Column 12 mm bar 4 6 3.10 0.888 KG/M 66.07

8 mm bar ring bar 4 12 1.10 0.395 KG/M 20.86

15 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

bottam plat 12mm thik 22 0.40 0.40 94.20 331.58

16 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and botto m purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.9.3.1 Electric resistance or induction butt welded tubes Grade-250

17 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

18 10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as perIS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns using self drilling/ selftapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1 Ridges plain (500-600mm)

19 9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

20 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

TOTAL :- PART -A 2146364.00

PART -B ( CEMENT CONCRETE WORK)

1 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

2 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

TOTAL :- PART -B 1560613.00

TOTAL :- ( PART -A + PART -B ) 3706977.00

ADD 3% FOR OTHER CONTENGENCIES 111209.00

SAY LACS , Rs:- 38.18

Sub-Engineer Asst. Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of BOUNDARY WALL in paddy purchase center -sher, DISTT.- MAHASAMUND , C.G.

Rates :- Based on SOR of C.G. PWD Building Works With Effect From 01-01-2015

TOTAL COST 20.22

S.n Description of items No. L W H Qty Unit Rate Amount

1 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains orfor any other purpose including disposal of excavated stuff upto 1.5 m liftand lead upto 50m (at least 5m away from the excavated area),includingdressing and leveling of pits.1.1.1 In all types of soils.

3 Providing and laying nominal mix plain cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 Providing and laying nominal mix reinforced cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth levelexcluding cost of form work.3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mmnominal size)..

GL ground beam 1 30.20 0.30 0.30 2.72

5 Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:3.12.1 Thermo-Mechanically treated bars FE 415

6 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

DEDUCTION COL. -3.71

7 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)

DEDUCTION COL. 11 0.20 0.20 0.10 -0.04

8 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

DEDUCTION COL. 11 0.20 0.20 1.50 -0.66

9 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for:2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. up to gl beam level 11 1.00 1.20 13.20

ground beam 2 30.20 0.30 18.12

10 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

11 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.8 Beams, lintels, cantilevers & walls

DEDUCTION COL. 11 0.20 0.10 -0.22

12 Providing and making 12mm thick cement plaster of mix:11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

13 Providing and making 15mm thick cement plaster on the rough side ofsingle or half brick wall of mix::11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

14 11.1 Providing and making 6mm thick cement plaster of mix: 11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

15 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint ofrequired shade as per manufacturer's specifications to give protective anddecorative finish including cleaning washing of surface etc. complete with:14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

12 mm plaster 66.44

15 mm plaster 66.44

06 mm plaster 11.04

Total- for 30.20 m 196332.04

as per for 1.00 m 6501.06

Total Part -A for 300.00 m 1950318.23

16 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

17 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

Total- Part -B 12585.00

Total- Part - A+B 1962903.23

Add 3 % Contigency 58887.10

Sub-Engineer Asstt-Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. MAHASAMUND

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of COVER SHED size ( 30.40 x 15.40 ) & CEMENT CONCRETE WORK in paddy purchase center -barondabazar , DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01.01.2015 cost 38.18

S.n o S.O.R. DETAIL Description of items Nos Length Width Height QTY Unit Rate Amount

PART - A ( COVER SHED size ( 30.40 x 15.40 )

1 ITEM NO. - 1.2 PAGE NO.- 09 @ PER SQM 7.20 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 ITEM NO. - 1.1/1.1.1/ PAGE NO.- 09 @ 185.00 PER CUM Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

3 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 ITEM NO. - 3.2/3.2.1 PAGE NO.- 23 @ 4163 PER CUM 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

ground beam l/w 20 2.60 0.30 0.30 4.68

5 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 PER SQM Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. Footing 26 4 1.50 0.30 46.80

ground beam 20 2 2.60 0.30 31.20

6 ITEM NO. 1.17/ PAGE NO.- 11 @ 65.00 PER CUM 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

total ex. Qty . Item no-2 126.36

Deduction base qty . Item no-3 -12.64

Deduction footing qty. Item no-4 -17.55

Deduction up to top level Item no-4 22 0.40 0.40 1.05 -3.70

7 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

up to top level 20 2.60 0.30 0.60 9.36

8 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

9 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

10 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like 12.25.2 40 mm wide.

11 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 11.2 Providing and making 12mm thick cement plaster of mix: 11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

outer side l/w 2 30.40 1.00 60.80

12 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

qty same as per item no .11 91.60

13 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

14 ITEM NO. - 3.12/3.12.1 / PAGE NO.- 24 @ 54.50 KG 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

COLUMN REINFORCEMENT

Column 16 mm bar 22 4 3.10 1.580 KG/M 431.02

Column 12 mm bar 22 4 3.10 0.888 KG/M 242.25

Column 12 mm bar 4 6 3.10 0.888 KG/M 66.07

8 mm bar ring bar 4 12 1.10 0.395 KG/M 20.86

15 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

bottam plat 12mm thik 22 0.40 0.40 94.20 331.58

16 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and botto m purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.9.3.1 Electric resistance or induction butt welded tubes Grade-250

17 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

18 10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as perIS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns using self drilling/ selftapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1 Ridges plain (500-600mm)

19 9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

20 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

TOTAL :- PART -A 2146364.00

PART -B ( CEMENT CONCRETE WORK)

1 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

2 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

TOTAL :- PART -B 1560613.00

TOTAL :- ( PART -A + PART -B ) 3706977.00

ADD 3% FOR OTHER CONTENGENCIES 111209.00

SAY LACS , Rs:- 38.18

Sub-Engineer Asst. Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of BOUNDARY WALL in paddy purchase center -barondabazar , DISTT.- MAHASAMUND , C.G.

Rates :- Based on SOR of C.G. PWD Building Works With Effect From 01-01-2015

TOTAL COST 20.22

S.n Description of items No. L W H Qty Unit Rate Amount

1 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains orfor any other purpose including disposal of excavated stuff upto 1.5 m liftand lead upto 50m (at least 5m away from the excavated area),includingdressing and leveling of pits.1.1.1 In all types of soils.

3 Providing and laying nominal mix plain cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 Providing and laying nominal mix reinforced cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth levelexcluding cost of form work.3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mmnominal size)..

GL ground beam 1 30.20 0.30 0.30 2.72

5 Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:3.12.1 Thermo-Mechanically treated bars FE 415

6 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

DEDUCTION COL. -3.71

7 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)

DEDUCTION COL. 11 0.20 0.20 0.10 -0.04

8 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

DEDUCTION COL. 11 0.20 0.20 1.50 -0.66

9 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for:2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. up to gl beam level 11 1.00 1.20 13.20

ground beam 2 30.20 0.30 18.12

10 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

11 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.8 Beams, lintels, cantilevers & walls

DEDUCTION COL. 11 0.20 0.10 -0.22

12 Providing and making 12mm thick cement plaster of mix:11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

13 Providing and making 15mm thick cement plaster on the rough side ofsingle or half brick wall of mix::11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

14 11.1 Providing and making 6mm thick cement plaster of mix: 11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

15 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint ofrequired shade as per manufacturer's specifications to give protective anddecorative finish including cleaning washing of surface etc. complete with:14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

12 mm plaster 66.44

15 mm plaster 66.44

06 mm plaster 11.04

Total- for 30.20 m 196332.04

as per for 1.00 m 6501.06

Total Part -A for 300.00 m 1950318.23

16 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

17 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

Total- Part -B 12585.00

Total- Part - A+B 1962903.23

Add 3 % Contigency 58887.10

Sub-Engineer Asstt-Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. MAHASAMUND

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of COVER SHED size ( 30.40 x 15.40 ) & CEMENT CONCRETE WORK in paddy purchase center -jhal khamhariya , DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01.01.2015 cost 38.18

S.n o S.O.R. DETAIL Description of items Nos Length Width Height QTY Unit Rate Amount

PART - A ( COVER SHED size ( 30.40 x 15.40 )

1 ITEM NO. - 1.2 PAGE NO.- 09 @ PER SQM 7.20 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 ITEM NO. - 1.1/1.1.1/ PAGE NO.- 09 @ 185.00 PER CUM Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

3 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 ITEM NO. - 3.2/3.2.1 PAGE NO.- 23 @ 4163 PER CUM 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

ground beam l/w 20 2.60 0.30 0.30 4.68

5 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 PER SQM Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. Footing 26 4 1.50 0.30 46.80

ground beam 20 2 2.60 0.30 31.20

6 ITEM NO. 1.17/ PAGE NO.- 11 @ 65.00 PER CUM 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

total ex. Qty . Item no-2 126.36

Deduction base qty . Item no-3 -12.64

Deduction footing qty. Item no-4 -17.55

Deduction up to top level Item no-4 22 0.40 0.40 1.05 -3.70

7 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

up to top level 20 2.60 0.30 0.60 9.36

8 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

9 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

10 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like 12.25.2 40 mm wide.

11 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 11.2 Providing and making 12mm thick cement plaster of mix: 11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

outer side l/w 2 30.40 1.00 60.80

12 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

qty same as per item no .11 91.60

13 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

14 ITEM NO. - 3.12/3.12.1 / PAGE NO.- 24 @ 54.50 KG 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

COLUMN REINFORCEMENT

Column 16 mm bar 22 4 3.10 1.580 KG/M 431.02

Column 12 mm bar 22 4 3.10 0.888 KG/M 242.25

Column 12 mm bar 4 6 3.10 0.888 KG/M 66.07

8 mm bar ring bar 4 12 1.10 0.395 KG/M 20.86

15 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

bottam plat 12mm thik 22 0.40 0.40 94.20 331.58

16 ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and botto m purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.9.3.1 Electric resistance or induction butt welded tubes Grade-250

17 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

18 10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as perIS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns using self drilling/ selftapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1 Ridges plain (500-600mm)

19 9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

20 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

TOTAL :- PART -A 2146364.00

PART -B ( CEMENT CONCRETE WORK)

1 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

2 3.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3 ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

TOTAL :- PART -B 1560613.00

TOTAL :- ( PART -A + PART -B ) 3706977.00

ADD 3% FOR OTHER CONTENGENCIES 111209.00

SAY LACS , Rs:- 38.18

Sub-Engineer Asst. Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

OFFICE OF THE C.G. STATE AGRICULTURAL MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of TOILET in paddy purchase center -jhal khamhariya , DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works w.e.f 01-01-2015 & S.O.R. for electrification works w.e.f 01.07.2015 Cost (Rs In Lac) = 5.16

S. No. SOR ITEM No. Description of items Detail Detail of Measurments Qty Unit Rate Amount

1 BUILDING SOR No. 1.2/9 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). area 1 x 1 9.00 5.00 - 45.00

2 BUILDING SOR No. 1.1.1/9 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils. Toilet

Toilet steps 2 x 1 2.30 1.50 0.20 1.38

3 BUILDING SOR No. 1.6.1/10 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils. Extra for every additional lift of 1.5 m or part thereof. All types of soils S/T 1 x 1 3.50 3.20 0.30 3.36

3 BUILDING SOR No. 3.1.2/23 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 0 x 0 0.00 0.00 0.00 0.00

4 BUILDING SOR No. 3.1.3/23 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). Toilet

Toilet steps 2 x 1 2.30 1.50 0.10 0.69

Gents& Ladies 2 x 1 2.90 1.20 0.10 0.70

5 BUILDING SOR No. 3.1.2/24 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Toilet

C2 Column Footing 6 x 1 1.20 1.20 0.30 2.59

C2 Col. Upto Lintel level 6 x 1 0.20 0.20 2.10 0.50

6 BUILDING SOR No. 3.4/23 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Toilet

C2 Col. Upto Lintel level 6 x 1 0.20 0.20 2.10 0.50

7 BUILDING SOR No. 3.12.1/24 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 Hence (total rcc qty) * 100 kg/cum 936.40

8 BUILDING SOR No. 2.1.1/16 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. Toilet

C2 Column Footing 6 x 4 1.20 ₋ 0.30 8.64

Ground beam 1 x 2 30.30 ₋ 0.20 12.12

9 BUILDING SOR No. 2.1.5/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape Toilet

C2 Col. Upto Lintel level 6 x 4 0.20 0.20 2.10 10.08

9 BUILDING SOR No. 2.1.6/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes 0 x 0 0.00 - 0.00 0.00

Total 0.00 sqm 356.00 0.00

10 BUILDING SOR No. 2.1.8/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls Toilet - 0.00

11 BUILDING SOR No. 2.1.7/17 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) Tiolet

Deduct walls(-) 1 x 1 17.30 0.20 - -3.46

BUILDING SOR No. 2.1.4/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Edge of slab, breaks in floor and walls upto 200mm. 0 x 0 0.00 - - 0.00

Total 0.00 Metre 34.00 0.00

11 BUILDING SOR No. 2.1.15/17 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Stair cases of all types excluding spiral and folded plate type, including risers and landings 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 235.00 0.00

12 BUILDING SOR No. 1.18/11 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete. Toilet floor

Gents& Ladies 2 x 1 2.90 1.20 0.40 2.78

Step platforms 2 x 1 1.20 1.20 0.40 1.15

13 BUILDING SOR No. 7.5.4/46 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) Toilet

Walls upto PL 1 x 1 30.30 0.20 0.25 1.52

Walls upto Lintel level 1 x 1 30.30 0.20 2.10 12.73

Walls upto Top level 1 x 1 21.50 0.20 0.30 1.29

14 BUILDING SOR No. 7.6/46 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Toilet

Walls upto Lintel level 1 x 1 30.30 0.20 2.10 12.73

Walls upto Top level 1 x 1 21.50 0.20 0.30 1.29

15 BUILDING SOR No. 3.13/24 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work. 1 x 1 30.30 0.20 0.05 0.30

16 BUILDING SOR No. 11.2.3/96 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) Toilet

Walls upto PL 1 x 1 28.50 - 0.45 12.83

wall above PL 1 x 1 20.30 - 2.80 56.84

Deduct Doors (-) D3 2 x 2 0.80 - 1.20 -3.84

17 BUILDING SOR No. 11.3.3/103 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:In Cement Mortar 1:5 (1 cement : 5 fine sand) Qty same as Item No. 16 77.08

17 BUILDING SOR No. 11.1.2/103 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 87.00 0.00

17 BUILDING SOR No. 11.6/104 Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 105.00 0.00

17 BUILDING SOR No. 3.1.5/23 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 0 x 0 0.00 0.00 0.00 0.00

17 BUILDING SOR No. 12.1/111 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete. 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 34.00 0.00

17 BUILDING SOR No. 12.25.2/116 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide 0 x 0 0.00 - - 0.00

Total 0.00 meter 18.00 0.00

17 BUILDING SOR No. 9.33/83 Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 569.00 0.00

18 BUILDING SOR No. 9.16.2/82 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames Toilet doors D3 Angle 35x35x5mm 2 x 2 3.70 2.60 Kg/m 38.48

18 BUILDING SOR No. 9.27.1/83 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths door 0 x 0 0.00 0.00 - 0.00

18 BUILDING SOR No. 9.28/83 Providing and fixing 27.5cm long wire spring for rolling shutters. rs 0 x 0 0.00 - - 0.00

Total 0.00 each 362.00 0.00

18 BUILDING SOR No. 9.30/83 Providing and fixing ball bearing for rolling shutters. rs 0 x 0 0.00 - - 0.00

Total 0.00 each 423.00 0.00

18 BUILDING SOR No. 9.29.1/83 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick rs 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 540.00 0.00

18 BUILDING SOR No. 10.10/92 Extra for providing and fixing wind ties of 40x6mm flat iron section. roof 0 x 0 0.00 - - 0.00

Total 0.00 Rmt 118.00 0.00

19 BUILDING SOR No. 14.22.1/135 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint Lump Sump 150.00

20 BUILDING SOR No. 14.10.1/133 Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade.On new work (two or more coats) Total Qty of (Inner plaster area) 77.08

20 24.1 ammendment on 25/10/2016 Designing, providing, manufactureing, transporting, installing and fixing factory finished custom designed PEB super structure comprising of primary (include the tranverse rigid frames, rafters and columns brackets) & secondary member (include purlins, grits, eave struts, flange brecings, base angles, clips and other miscellaneous structural parts) , steel wall panel, trusses, purlins etc manufactured as per design requirement given in technical specification & drawings as per Annexture-E of bid document . The steel sheet shall be galvanized (AZ-150 gms Aluminum Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI Specification and IBC 2009 for construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801-1975. The wind load shall be as per provision of IS 875 (part-III). frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/STAAD PRO-V8i/Architek V2.5.16/ Revit architecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Section, L-Shaped Angles for better structural stability and as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along center line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners of termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and vetted by NIT/IIT. The rateshould include the detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above and complete in all respact. All design to be in conformation to the IS & other code given in technical specification and adopted by the BIS/ CPWD/GOI specification. Approx. wt. 4600.00 kg 174.10 800860.00

21 BUILDING SOR No. 14.15.1/133 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Total Qty of (outer plaster area) 77.08

22 BUILDING SOR No. 12.37.3/116 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement Toilet

Platforms 2 x 1 1.2 1.20 ₋ 2.88

23 BUILDING SOR No. 14.13/133 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even. Qty same as Item No. 28 77.08

24 BUILDING SOR No. 8.149.1/73 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws 24 mm thick door shutters with styles and rails of size 59x24 mm Toilet door shutters 2 x 2 0.8 ₋ 2.00 6.40

25 BUILDING SOR No. 12.9.1/112 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.Size 300x300mm Bath 2 x 1 1.5 1.50 ₋ 4.50

26 BUILDING SOR No. 12.7.1/111 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.Size upto 200x300mm Bath 2 x 1 5.2 ₋ 2.10 21.84

27 BUILDING SOR No. 9.61.1/87 Providing and fixing aluminium composite panels in approved panel sizes,thickness and shape on aluminium frame work on face of building. (Frame to be paid separately) 3mm thick Front Side 2 x 1 5.1 ₋ 0.65 6.63

28 BUILDING SOR No. 9.60/86 Designing, providing and fixing aluminium frame work made of special aluminium section on building face with M.S. angle iron brackets fixed on RCC structure with S.S. hold fasteners, including providing and fixing two sided structural adhesive tape of appropriate grade (NORTON or equivalent), on aluminium sections for fixing aluminium/ glass panel, sealing on periphery of frame work, by providing EPDM gasket, silicon weather sealant between aluminium frame and building structure including hire charges of double scaffolding complete. Lump sum 150.00

28 BUILDING SOR No. 10.63/98 Providing and fixing 97mm thick Gypsum board partition upto ceiling height consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120, consisting of floor and ceiling channel 50mm wide having equal flanges of 32mm and 0.55mm thick fixed to the floor and ceiling at the spacing of 610mm centre to centre with dash fastener of 12.5mm diameter 40mm length and the studs 48mm wide having one flange of 34mm and other flange 36mm and 0.55mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610mm centre to centre by 6mm dia bolts and nuts at both ends of partition fixed flush to wall with rawl plugs at spacing of 450mm centre to centre and fixing of boards to either side of frame work by 25mm dry wall screws on studs, floor and ceiling channels at the spacing of 300mm centre to center and 97mm thick Gypsum board which includes one layer of tapered edge 12.5mm thick Gypsum plaster board (conforming I.S. 2095-1982) screw fixed with 25mm screws at 300mm centre to centre to either side, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, joint finisher and two coats of primer suitable for board as per manufacture's specification and Direction of Engineer-in-charge all complete. 55.76 sqm 758.00 42266.08

TOTAL Rs. 390015.04

Add electrification and water supply&Sanitary installation (Lump sum ) 111000.00

Add 3% for contengencies charges Rs. 15030.45

GRAND TOTAL COST Rs. 516045.49

Say Rs.( in Lacs) 5.16

Sub-Engineer Asstt-Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURE MARKETING(MANDI) BOARD,DIVISION OFFICE RAIPUR

DETAILED ESTIMATE FOR CONSTRUCTION OF CEMENT CONCRETE WORK in PADDY PURCHASE CENTER -BELSONDA , DISTT.- MAHASAMUND , C.G.

SOR- CGPWD ROAD WORK SOR INFORCED FROM 01.01.2025 AND AMMENDMENDS UPTO ISSUED DATE OF NIT

S.NO DESCRIPTION OF ITEMS NO. LENGTH WIDTH HEIGHT QUANTITY UNIT RATE AMOUNT

1 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. > 8 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

2 9.8 Plain cement concrete complete as per drawing and Technical Specifications (ii) PCC Grade M 20 SOR PAGE NO - 61 , ITEM NO -9.8 (i)

3 4.11 Construction of Shoulders (Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling etc. complete as par clause 408. B. With smooth wheeled roller.

TOTAL 1617655.70

ADD 3% CONTINGENCIES CHARGES 48529.67

TOTAL 1957363.40

SAY Rs-(In lacs) 19.57

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

CG STATE AGRICULTURE MARKETING MANDI BOARD RAIPUR

DIVISION OFFICE RAIPUR

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of 150 MM DIA TUBE WELL in paddy purchase center -BELSONDA , DISTT.- MAHASAMUND , C.G.

bulding sor 01.01.2015 & electrical 01.07.2015

S.n o Description of items Nos Length Width Height Unit Rate Amount

1 21.1 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. 21.1.1.3 150 mm dia.

2 21.5 Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labourcharges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 21.5.3 150 mm nominal dia

3 21.11 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 21.11.3 150 mm dia

Total 1.00 each 217.00 217.00

4 21.10 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approvedlaboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour

Total 8.00 hour 654.00 5232.00

5 26.3 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as required.26.3.21.5 HP, single phase

6 26.6 Supplying and fixing following dia HDPE pipe PE-80 Grade (8kg/sqcm) in single length in the suction/ delivery line of water supply pump etc. as required. 26.6.1 32 mm outer dia

7 26.14 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as required 26.14.3 3x4.0 sqmm

8 26.16 Supplying and laying of approved make stainless steel wire rope of 6 mm dia for support of submersible pump set complete with tying to pump set and pump holding clamp.

9 26.11 Supply, installation, testing and commissioning of 1-3 HP 1 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as required. a) Phase indicating lamps with fuses and toggle switches 1 set b) 1/2/3 HP 1 phase DOL starter with over load and no volt relay 1 No c) 25 A "C" curve DPMCB 1 No d) Voltmeter 0-250 V 1 set e) Ammeter 0-10 A 1 set

ADD 3% FOR OTHER CONTENGENCIES 3386.00

G. TOTAL:- 116243.00

SAY LACS , Rs:- 1.16

Sub-Engineer Asst. Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. Mahasamund

OFFICE OF THE C.G. STATE AGRICULTURAL MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of kisan kutir in paddy purchase center -BELSONDA , DISTT.- MAHASAMUND , C.G.

S.O.R.- Based on C.G. PWD Building Works w.e.f 01-01-2015 & S.O.R. for electrification works w.e.f 01.07.2015 Cost (Rs In Lac) = 13.50

S. No. SOR ITEM No. Description of items Detail Detail of Measurments Qty Unit Rate Amount

1 BUILDING SOR No. 1.2/9 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). area 1 x 1 10.00 15.00 - 150.00

2 BUILDING SOR No. 1.1.1/9 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils. Columns C1 9 x 1 1.50 1.50 1.80 36.45

Toilet steps 2 x 1 2.30 1.50 0.20 1.38

3 BUILDING SOR No. 1.6.1/10 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils. Extra for every additional lift of 1.5 m or part thereof. All types of soils S/T 1 x 1 3.50 3.20 0.30 3.36

3 BUILDING SOR No. 3.1.2/23 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 0 x 0 0.00 0.00 0.00 0.00

4 BUILDING SOR No. 3.1.3/23 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). Columns C1 9 x 1 1.50 1.50 0.15 3.04

Toilet steps 2 x 1 2.30 1.50 0.10 0.69

Gents& Ladies 2 x 1 2.90 1.20 0.10 0.70

5 BUILDING SOR No. 3.1.2/24 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). C1 Column Footing 9 x 1 1.50 1.50 0.40 8.10

Column C1 upto GL 9 x 1 0.30 0.30 1.25 1.01

C1 Col. PL to Lintel 9 x 1 0.30 0.30 2.40 1.94

C2 col upto Lintel 4 x 1 0.20 0.20 2.40 0.38

Window chhajja 2 x 1 2.30 0.10 0.60 0.28

Pantry platform 1 x 1 3.20 0.10 0.60 0.19

C1 col. Upto Top level 9 x 1 0.30 0.30 1.20 0.97

C1 col upto truss lvl 4 x 1 0.30 0.30 0.40 0.14

C2 Column Footing 6 x 1 1.20 1.20 0.30 2.59

C2 Col. Upto Lintel level 6 x 1 0.20 0.20 2.10 0.50

6 BUILDING SOR No. 3.4/23 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: C1 Col. PL to Lintel 9 x 1 0.30 0.30 2.40 1.94

C2 col upto Lintel 4 x 1 0.20 0.20 2.40 0.38

Window chhajja 2 x 1 2.30 0.60 0.10 0.28

Pantry platform 1 x 1 3.20 0.60 0.10 0.19

C1 col. Upto Top level 9 x 1 0.30 0.30 1.20 0.97

C1 col upto truss lvl 4 x 1 0.30 0.30 0.40 0.14

C2 Col. Upto Lintel level 6 x 1 0.20 0.20 2.10 0.50

7 BUILDING SOR No. 3.12.1/24 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 Hence (total rcc qty) * 100 kg/cum 3902.10

8 BUILDING SOR No. 2.1.1/16 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. C1 Column Footing 9 x 4 1.50 ₋ 0.40 21.60

C2 Col. Footing 5 x 4 1.20 ₋ 0.30 7.20

Column C1 upto GL 9 x 4 0.30 ₋ 1.25 13.50

Ground beam 1 x 2 56.70 ₋ 0.30 34.02

C2 Column Footing 6 x 4 1.20 ₋ 0.30 8.64

Ground beam 1 x 2 30.30 ₋ 0.20 12.12

9 BUILDING SOR No. 2.1.5/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape C1 Col. PL to Lintel 9 x 4 0.30 - 2.40 25.92

C2 col upto Lintel 4 x 4 0.20 - 2.40 7.68

C1 col. Upto Top level 9 x 4 0.30 - 1.20 12.96

C1 col upto truss lvl 4 x 4 0.30 - 0.40 1.92

C2 Col. Upto Lintel level 6 x 4 0.20 0.20 2.10 10.08

9 BUILDING SOR No. 2.1.6/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes 0 x 0 0.00 - 0.00 0.00

Total 0.00 sqm 356.00 0.00

10 BUILDING SOR No. 2.1.8/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls Lintel beam 1 x 2 42.50 - 0.20 17.00

11 BUILDING SOR No. 2.1.3/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for:Window sills, anchor blocks, string course, bends, copings, bed plates and like. Door bend 2 x 2 6.40 - 0.15 3.84

12 BUILDING SOR No. 2.1.13/17 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings Window chhajja 2 x 1 2.30 0.60 - 2.76

Pantry platform 1 x 1 3.20 0.60 - 1.92

13 BUILDING SOR No. 2.1.10/17 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs S/T slab 1 x 1 2.70 1.60 - 4.32

14 BUILDING SOR No. 2.1.7/17 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) Rcc Slab 1 x 1 5.70 7.20 - 41.04

Deduct walls(-) 1 x 1 42.50 0.20 - -8.50

Deduct walls(-) 1 x 1 17.30 0.20 - -3.46

BUILDING SOR No. 2.1.4/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Edge of slab, breaks in floor and walls upto 200mm. 0 x 0 0.00 - - 0.00

Total 0.00 Metre 34.00 0.00

14 BUILDING SOR No. 2.1.15/17 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Stair cases of all types excluding spiral and folded plate type, including risers and landings 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 235.00 0.00

15 BUILDING SOR No. 1.17/11 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. 50% of the excavated Qty 49.06

16 BUILDING SOR No. 1.18/11 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete. Hall floor 1 x 1 5.00 6.50 0.50 16.25

Gents& Ladies 2 x 1 2.90 1.20 0.40 2.78

Step platforms 2 x 1 1.20 1.20 0.40 1.15

17 BUILDING SOR No. 7.5.4/46 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) Walls upto PL 1 x 1 56.70 0.20 0.30 3.40

Chaupal shed walls 2 x 1 3.70 0.20 0.70 1.04

Walls upto Lintel level 1 x 1 42.50 0.20 2.40 20.40

Walls upto Upto top level 1 x 1 42.50 0.20 1.20 10.20

Walls upto PL 1 x 1 30.30 0.20 0.25 1.52

Walls upto Lintel level 1 x 1 30.30 0.20 2.10 12.73

Walls upto Top level 1 x 1 21.50 0.20 0.30 1.29

18 BUILDING SOR No. 7.6/46 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Chaupal shed walls 2 x 1 3.70 0.20 0.70 1.04

Walls upto Lintel level 1 x 1 42.50 0.20 2.40 20.40

Walls upto Upto top level 1 x 1 42.50 0.20 1.20 10.20

Walls upto Lintel level 1 x 1 30.30 0.20 2.10 12.73

Walls upto Top level 1 x 1 21.50 0.20 0.30 1.29

19 BUILDING SOR No. 3.13/24 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work. 1 x 1 56.70 0.20 0.05 0.57

20 BUILDING SOR No. 11.2.3/96 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) Inside walls Upto plinth 1 x 1 53.00 - 0.45 23.85

Chaupal shed walls 2 x 1 3.70 - 0.70 5.18

Courtyard walls 2 x 1 3.20 - 1.80 11.52

Walls upto PL 1 x 1 28.50 - 0.45 12.83

wall above PL 1 x 1 20.30 - 2.80 56.84

Deduct Doors (-) D3 2 x 2 0.80 - 1.20 -3.84

21 BUILDING SOR No. 11.3.3/103 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:In Cement Mortar 1:5 (1 cement : 5 fine sand) Qty same as Item No. 19 248.87

21 BUILDING SOR No. 11.1.2/103 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 87.00 0.00

21 BUILDING SOR No. 11.6/104 Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 105.00 0.00

21 BUILDING SOR No. 3.1.5/23 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 0 x 0 0.00 0.00 0.00 0.00

21 BUILDING SOR No. 12.1/111 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete. 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 34.00 0.00

21 BUILDING SOR No. 12.25.2/116 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide 0 x 0 0.00 - - 0.00

Total 0.00 meter 18.00 0.00

22 BUILDING SOR No. 9.15/81 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. Gate 01 1 x 1 2.40 0.90 20.00 43.20

22 BUILDING SOR No. 9.33/83 Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 569.00 0.00

23 BUILDING SOR No. 9.13/81 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. door 1 x 1 1.50 2.40 35.00 126.00

24 BUILDING SOR No. 9.16.2/82 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames Toilet doors D3 Angle 35x35x5mm 2 x 2 3.70 2.60 Kg/m 38.48

24 BUILDING SOR No. 9.27.1/83 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths door 0 x 0 0.00 0.00 - 0.00

24 BUILDING SOR No. 9.28/83 Providing and fixing 27.5cm long wire spring for rolling shutters. rs 0 x 0 0.00 - - 0.00

Total 0.00 each 362.00 0.00

24 BUILDING SOR No. 9.30/83 Providing and fixing ball bearing for rolling shutters. rs 0 x 0 0.00 - - 0.00

Total 0.00 each 423.00 0.00

24 BUILDING SOR No. 9.29.1/83 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick rs 0 x 0 0.00 0.00 - 0.00

Total 0.00 sqm 540.00 0.00

25 BUILDING SOR No. 9.3.1/82 Steel work in tubular (round, square or rectangular hollow tubes etc.)structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level,consisting of columns trusses, roof and bottom purlins, base plate, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 truss Lump sump 500.00

26 BUILDING SOR No. 10.12/91 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. roof 1 x 2 4.90 5.10 - 49.98

27 BUILDING SOR No. 10.6.1/92 Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Ridges plain (500-600mm) roof 1 x 1 4.90 - - 4.90

27 BUILDING SOR No. 10.10/92 Extra for providing and fixing wind ties of 40x6mm flat iron section. roof 0 x 0 0.00 - - 0.00

Total 0.00 Rmt 118.00 0.00

28 BUILDING SOR No. 14.22.1/135 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint Lump Sump 150.00

29 BUILDING SOR No. 14.10.1/133 Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade.On new work (two or more coats) Total Qty of (Inner plaster area) 319.76

29 24.1 ammendment on 25/10/2016 Designing, providing, manufactureing, transporting, installing and fixing factory finished custom designed PEB super structure comprising of primary (include the tranverse rigid frames, rafters and columns brackets) & secondary member (include purlins, grits, eave struts, flange brecings, base angles, clips and other miscellaneous structural parts) , steel wall panel, trusses, purlins etc manufactured as per design requirement given in technical specification & drawings as per Annexture-E of bid document . The steel sheet shall be galvanized (AZ-150 gms Aluminum Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI Specification and IBC 2009 for construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801-1975. The wind load shall be as per provision of IS 875 (part-III). frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/STAAD PRO-V8i/Architek V2.5.16/ Revit architecture- 2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Section, L-Shaped Angles for better structural stability and as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along center line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners of termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and vetted by NIT/IIT. The rateshould include the detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above and complete in all respact. All design to be in conformation to the IS & other code given in technical specification and adopted by the BIS/ CPWD/GOI specification. Approx. wt. 4600.00 kg 174.10 800860.00

30 BUILDING SOR No. 14.15.1/133 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Total Qty of (outer plaster area) 177.98

31 BUILDING SOR No. 12.13.1/112 Providing and laying vitrified floor tiles with double charge/ multi chargeprinting with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.Size 600x600mm Hall floor 1 x 1 5 6.50 ₋ 32.50

32 BUILDING SOR No. 12.37.3/116 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement Court yard 1 x 1 3.2 3.20 ₋ 10.24

Platforms 2 x 1 1.2 1.20 ₋ 2.88

33 BUILDING SOR No. 14.13/133 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even. Qty same as Item No. 28 177.98

34 BUILDING SOR No. 8.149.1/73 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws 24 mm thick door shutters with styles and rails of size 59x24 mm Toilet door shutters 2 x 2 0.8 ₋ 2.00 6.40

35 BUILDING SOR No. 12.9.1/112 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.Size 300x300mm Bath 2 x 1 1.5 1.50 ₋ 4.50

36 BUILDING SOR No. 12.7.1/111 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.Size upto 200x300mm Bath 2 x 1 5.2 ₋ 2.10 21.84

37 BUILDING SOR No. 9.61.1/87 Providing and fixing aluminium composite panels in approved panel sizes,thickness and shape on aluminium frame work on face of building. (Frame to be paid separately) 3mm thick Front Side 2 x 1 5.1 ₋ 0.65 6.63

38 BUILDING SOR No. 9.60/86 Designing, providing and fixing aluminium frame work made of special aluminium section on building face with M.S. angle iron brackets fixed on RCC structure with S.S. hold fasteners, including providing and fixing two sided structural adhesive tape of appropriate grade (NORTON or equivalent), on aluminium sections for fixing aluminium/ glass panel, sealing on periphery of frame work, by providing EPDM gasket, silicon weather sealant between aluminium frame and building structure including hire charges of double scaffolding complete. Lump sum 150.00

38 BUILDING SOR No. 10.63/98 Providing and fixing 97mm thick Gypsum board partition upto ceiling height consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120, consisting of floor and ceiling channel 50mm wide having equal flanges of 32mm and 0.55mm thick fixed to the floor and ceiling at the spacing of 610mm centre to centre with dash fastener of 12.5mm diameter 40mm length and the studs 48mm wide having one flange of 34mm and other flange 36mm and 0.55mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610mm centre to centre by 6mm dia bolts and nuts at both ends of partition fixed flush to wall with rawl plugs at spacing of 450mm centre to centre and fixing of boards to either side of frame work by 25mm dry wall screws on studs, floor and ceiling channels at the spacing of 300mm centre to center and 97mm thick Gypsum board which includes one layer of tapered edge 12.5mm thick Gypsum plaster board (conforming I.S. 2095-1982) screw fixed with 25mm screws at 300mm centre to centre to either side, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, joint finisher and two coats of primer suitable for board as per manufacture's specification and Direction of Engineer-in-charge all complete. 55.76 sqm 758.00 42266.08

TOTAL Rs. 1199972.50

Add electrification and water supply&Sanitary installation (Lump sum ) 111000.00

Add 3% for contengencies charges Rs. 39329.17

GRAND TOTAL COST Rs. 1350301.67

Say Rs.( in Lacs) 13.50

Sub-Engineer Asstt-Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. MAHASAMUND

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR

detailed estimate for Construction of BOUNDARY WALL in paddy purchase center -BELSONDA , DISTT.- MAHASAMUND , C.G.

Rates :- Based on SOR of C.G. PWD Building Works With Effect From 01-01-2015

TOTAL COST 20.22

S.n Description of items No. L W H Qty Unit Rate Amount

1 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

2 1.1 Excavation for all types and sizes of foundations, trenches and drains orfor any other purpose including disposal of excavated stuff upto 1.5 m liftand lead upto 50m (at least 5m away from the excavated area),includingdressing and leveling of pits.1.1.1 In all types of soils.

3 Providing and laying nominal mix plain cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 Providing and laying nominal mix reinforced cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth levelexcluding cost of form work.3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mmnominal size)..

GL ground beam 1 30.20 0.30 0.30 2.72

5 Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:3.12.1 Thermo-Mechanically treated bars FE 415

6 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

DEDUCTION COL. -3.71

7 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)

DEDUCTION COL. 11 0.20 0.20 0.10 -0.04

8 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

DEDUCTION COL. 11 0.20 0.20 1.50 -0.66

9 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for:2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

col. up to gl beam level 11 1.00 1.20 13.20

ground beam 2 30.20 0.30 18.12

10 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

11 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.8 Beams, lintels, cantilevers & walls

DEDUCTION COL. 11 0.20 0.10 -0.22

12 Providing and making 12mm thick cement plaster of mix:11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

13 Providing and making 15mm thick cement plaster on the rough side ofsingle or half brick wall of mix::11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

14 11.1 Providing and making 6mm thick cement plaster of mix: 11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

15 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint ofrequired shade as per manufacturer's specifications to give protective anddecorative finish including cleaning washing of surface etc. complete with:14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

12 mm plaster 66.44

15 mm plaster 66.44

06 mm plaster 11.04

Total- for 30.20 m 196332.04

as per for 1.00 m 6501.06

Total Part -A for 300.00 m 1950318.23

16 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

17 14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

Total- Part -B 12585.00

Total- Part - A+B 1962903.23

Add 3 % Contigency 58887.10

Sub-Engineer Asstt-Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Raipur, Distt. MAHASAMUND