As Per SOR :SCHEDULE of RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

DETAILED ESTIMATE

Name of Work : DETAILED ESTIMATE OF PROPOSED RAW MATERIAL & FINISHED GOODS STORAGES, CASSIA TORRA SEED CLEANING UNIT, CASSIA TORRA POWDER & GUM MANUFACTURING PLANT AT IIDC NAYANPUR GIRWARGANJ SURAJPUR[CG]. As per SOR :SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

Hemang Enterprises Pg. 1 SNREF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT Total 249.52 sqm 73.80 18,414.58 6 Columns, Pillars, Piers and likes- rectangular or square in shape 4.50-[0.4+0.15] 34 5.95 1.50 303.45 12 14.95 1.50 269.10 Total 572.55 sqm 183.50 105,062.93 9 Beams, lintels, cantilevers & walls ----do---- 6 10.00 0.80 48.00 coping 20x15 2 53.50 0.30 32.10 ----do---- 6 10.00 0.30 18.00 rolling shutter 8 6.00 0.90 43.20 -windows 40 1.80 0.60 43.20 Total 184.50 sqm 136.75 25,230.38 4 3.4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work. 2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). col footing 46 1.70 1.70 0.40 53.18 up to PL level 46 1.80 0.30 0.45 11.18 -col 30x45 34 5.95 0.30 0.45 27.31 12 14.95 0.30 0.45 24.22 plinth & lintel beam Diesel 2x2 53.50 0.20 0.45 19.26 w/s 20x40 -do---- 2x6 10.00 0.20 0.45 10.80 coping 20x15 2 53.50 0.20 0.15 3.21 ----do---- 6 10.00 0.20 0.15 1.80 rolling shutter chhajja 8 6.00 0.90 0.10 4.32 window chhajja 40 1.80 0.60 0.08 3.46 Total 158.74 cum 3290.90 522,397.47 5 3.14 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings

Hemang Enterprises Pg. 2 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT including cost of binding wire all complete: 1 Thermo-Mechanically Taking steel reinforcement as 0.8% of RCC 9900.00 kg 46.80 463,320.00 treated bars quantity = 9900 kg 6 7.17 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in: 4 Cement Mortar 1:6 (1 cement : 6 coarse sand) b/w 3.90+0.6 -4.50 Diesel 2 56.50 0.20 4.55 102.83 w/s -do---- 4 10.00 0.20 4.55 36.40 2 10.00 0.20 10.00 40.00 traingular portion 2x2x2x10x2x0.5x0.20 = 16.0 16.00 Deduction--shutters 8 4.00 0.20 3.00 -19.20 Deduction--w 40 1.20 0.20 1.20 -11.52 Deduction--col 46 4.50 0.20 0.30 -12.42 Total 152.09 cum 2231.55 339,396.44 7 11.2 12mm thick cement plaster of mix: 3 In Cement Mortar 1:5 (1 cement : 5 fine sand) b/w av ht 4.75 l= 23.2 2x2 56.50 6.80 1536.80 Diesel w/s -do---- av l= 10.20, av ht 6x2 10.20 5.00 612.00 =4.75 2x2 10.00 10.00 400.00 tool room b/w 4.75, av 2x2 4.20 4.75 79.80 L=4.20 --do--- 2x2 10.20 4.75 193.80 welding w/s b/w 4.75 av 2x2 11.70 4.75 222.30 l=11.70 -do--- 2x2 6.80 4.75 129.20 traingular portion 2x2x2x2x10x2x.5 = 160.0 160.00 Deduction--shutters 2x8 4.00 3.00 -192.00 Deduction--w 2x40 1.20 1.20 -115.20 Total 3026.70 sqm 72.90 220,646.43 8 1.18 Providing and filling in 1 53.50 10.00 1.25 668.75 cum 316.75 211,826.56 plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming

Hemang Enterprises Pg. 3 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT and watering, including dressing etc. complete. 9 12.3 52 mm thick cement 1 53.50 10.00 535.00 sqm 245.40 131,289.00 concrete flooring with under layer of 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer of 12 mm thick cement metallic hardener concrete mix 1:2 (1 cement hardener mix : 2 stone aggregate of 6 mm size by volume) with metallic hardening compound of approved quality mixed with cement in ratio of 4:1 (4 cement : 1 metallic floor hardening compound by weight) including finishing etc. complete. 10 9.23 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. 1 80x1.25mm M.S. Laths 8 4.00 3.00 96.00 sqm 1042.95 100,123.20 11 9.16 Providing and fixing glazed 400.00 kg 259.10 103,640.00 doors windows and partitions fabricated from 0.6mm cold rolled low carbon steel (IS: 277) of deep drawing quality, primer coated upto 5 microns with thermosetting epoxy resin, painted with

Hemang Enterprises Pg. 4 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT polyester powder coating 50 microns thick. The size of profiles for external frame shall be 46x52mm, for internal shutter frame 46x46mm and for mid and bottom cross bar of doors 23x100mm. Joints mitred at corners, brackets made of 1.2mm thick CRCA steel strips, styles frame to be fitted to concrete/ masonry walls by means of self expending screws. 12 9.3 Steel work in tubular 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, 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. 1 Hot finished welded tubes @ 7.5 kg/ sqm = 40150 kg 4015.00 kg 65.85 264,387.75 for Diesel & welding w/s and tool room 13 10.1 Providing corrugated G.I. sheet roofing including vertical/ curved surfaces fixed with galvanized iron, 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 including painting with primer and paint on overlapping of sheets complete excluding the cost of purlins rafters and

Hemang Enterprises Pg. 5 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT trusses. (Zinc coating not less than 272 gms/sqm) 2 0.80 mm thick sheet (weight 1 53.50 10.00 535.00 sqm 639.30 342,025.50 7.03 kg/m2) 14 10.5 Providing ridges or hips of 60cm overall width in plain G.I. sheet fixed with galvanized washers J or L hooks, bolts and nuts 8mm G.I. limpet and bitumen washers complete. 2 0.80 mm thick sheet with 1 53.50 53.50 metre 409.35 21,900.23 zinc coating not less than 275 gm/sqm 15 14.5 Distempering with acrylic washable distemper to give an even shade. 1 On new work (Two or more 1026.00 sqm 29.75 30,523.50 coats) 16 14.12 Painting new exterior surface (two or more coats) with PREMIUM TEXTURED paint as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 1 On new work (Two or more 2000.00 sqm 47.25 94,500.00 coats ) 17 14.18 Painting on new work (two or more coats) to give an even shade with: 1 Satin synthetic enamel paint (top most approved branded quality) -rolling shutters 8 4.00 3.00 96.00 -w 40 1.20 1.20 57.60 -truss etc 500.00 Total 653.60 sqm 46.30 30,261.68 As per SOR Total Estimate Amount Rs. 3331649.34 Extra for Internal Industrial Electrification Add Above 11.9% 396466.27 Extra for External Services Connection Add Above 5% 166,582.47 Extra for Water Supply & its Fittings Add Above 3.17% 105,613.28

Total Estimate Amount Rs. 4,000311.00 Say Rs. 40,00,000.00 Rs Forty Lac Only. 6 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT

Er YOGESH SHARMA Associate Civil Engineer CITCON RAIPUR (C.G.)

Hemang Enterprises Pg. 7

DETAILED ESTIMATE

Name of Work :DETAILED ESTIMATE OF THE G.F. OF THE PROPOSED ADMINISTRATIVE BLOCK FOR CASSIA TORRA POWDER & GUM MANUFACTURING PLANT AT IIDC NAYANPUR GIRWARGANJ SURAJPUR[CG]. As per SOR : SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT -- 1 1.1 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. 1 In all types of soil 10 1.80 1.80 1.80 58.32 cum 112.80 6,578.50 2 3.1 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. 3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). columns 10 1.80 1.80 0.15 4.86 Under floor 1 10.00 5.00 0.15 7.50 Total 12.36 cum 2310.85 28,562.11 3 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 6 Columns, Pillars, Piers and 10 5.25 1.00 52.50 sqm 183.50 9,633.75 likes- rectangular or square in shape 20X30 LENGTH - 6.50 + 2.0 =8.50 9 Beams, lintels, cantilevers & - - - - walls LINTEL & SLAB BEAMS 2X3 10.80 0.60 38.88 20X 30 FOR GF & FF -DO- B 2X3 5.00 0.60 18.00 Total 56.88 136.75 7,778.34 Powered By : Estimate Maker Software Pg. 1 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT LINTEL & SLAB BEAMS 2X2 10.80 0.20 0.30 2.59 20X 30 FOR GF & FF -DO- B 2X2 5.00 0.20 0.30 1.20 PLINTH BEAMS A 2 10.80 0.20 0.30 1.30 -DO- B 3 5.00 0.20 0.30 0.90 Roof Slab 1 11.40 6.00 0.12 8.21 CHHAJJA 7+2 = 9 nos 9 2.40 0.60 0.08 1.04 CHHAJJA Total 38.77 cum 3290.90 127,588.19 5 3.14 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 all complete: 1 Thermo-Mechanically treated @0.8% = 0.25 cum = 2000 kg 2000.00 kg 46.80 93,600.00 bars 6 7.8 Half brick thick (9cm) brick masonry with modular well burnt clay bricks of crushing strength not less than 35 kg/sqcm and water absorption not more than 20% in superstructure above plinth level upto floor five level. 2 Cement Mortar 1:4 (1 cement 2 20.00 2.60 104.00 sqm 295.55 30,737.20 : 4 coarse sand) 7 7.4 Brick work with modular well burnt (open bhatta) clay bricks of crushing strength not less than 20 kg/sqcm and water absorption not more than 25% in foundation and plinth in: 1 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) 3 10.00 0.20 0.60 3.60 3 5.00 0.20 0.60 1.80 Total 2181.52 cum 2231.55 4,868,170.96 8 7.5 Extra for brick work in superstructure: 1 Above plinth and upto floor five level. 3 10.00 0.20 2.60 15.60 3 5.00 0.20 2.60 7.80 Total 23.40 cum 221.65 5,186.61 9 11.2 12mm thick cement plaster of

Powered By : Estimate Maker Software Pg. 2 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT mix: 3 In Cement Mortar 1:5 (1 cement : 5 fine sand) 2x3 10.60 3.50 222.60 2x3 5.00 3.50 105.00 Total 327.60 sqm 72.90 23,882.04 10 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 2 Sal, bijasal, benteak, khair, haldu doors 5 5.00 0.06 0.13 0.20 w 5 6.00 0.06 0.13 0.23 -v 2 1.50 0.06 0.13 0.02 Total 0.45 cum 22307.10 10,038.20 11 8.10 Providing and fixing flush door shutters decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 1 40 mm. thick (single leaf) 5 2.10 1.00 10.50 sqm 3049.40 32,018.70 12 8.8 Providing and fixing 30mm thick glazed shutter frames for windows, clerestory windows, ventilators etc. using glass panes including M.S. butt hinges with necessary screws but excluding glass panes. (Area of shutter to be measured without deducting panelling area). 2 Bijasal, benteak, khair, haldu wood. w 5x3 1.20 0.60 10.80 -v 2x4 0.45 0.30 1.08 Total 11.88 sqm 707.15 8,400.94 13 14.12 Painting new exterior surface (two or more coats) with PREMIUM TEXTURED paint as per manufacturer's

Powered By : Estimate Maker Software Pg. 3 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 1 On new work (Two or more same as that of plaster = 327 som 327.00 sqm 73.50 24,034.50 coats ) 14 9.2 Structural steel work riveted or 200 kg 200.00 Kg 55.00 11,000.00 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. 15 14.17 Applying priming coat on steel work with red oxide zinc chromate primer. 1 2.10 1.80 3.78 1 1.20 1.20 1.44 Total 5.22 sqm 12.20 63.68 16 14.18 Painting on new work (two or more coats) to give an even shade with: 1 Satin synthetic enamel paint (top most approved branded quality) 2x2x7 1.80 1.20 60.48 2x13 5.00 0.10 13.00 Total 73.48 sqm 46.30 3,402.12 17 12.7 Providing and laying ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved 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. 2 In colours such as White, 1 10.00 5.00 50.00 sqm 672.65 33,632.50 Ivory, Grey, Fume Red Brown, PLINTH BEAMS A 3 10.80 0.80 25.92 -DO- B 3 5.00 0.80 12.00 sqm 136.75 1,641.00 8 Suspended floors, roofs, access platform, balconies (plain

Powered By : Estimate Maker Software Pg. 4 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT surfaces) and shelves (cast in situ) Roof Slab 1 11.40 6.00 68.40 CHHAJJA 5+2 = 9 nos 7 2.40 0.60 10.08 Total 116.40 sqm 147.35 17,151.54 4 3.4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work. 2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). -Col Footings 10 1.70 1.70 0.45 13.01 -col 10 8.50 0.20 0.30 5.10 As per SOR Total Estimate Amount Rs. 467100.67 Extra for Internal Electrification Add Above 11% 51381.07 Extra for Water Supply & Sanitary Fittings Add Above 6.5% 30,361.54 Extra for External Services Connection Add Above 2% 9,342.01 Total Estimate Amount Rs. 558,185.29 Say Rs. 5,58,000.00 Rs Five Lac Fifty Eight Thousand Only.

Er YOGESH SHARMA Associate Civil Engineer CITCON RAIPUR (C.G.)

DETAILED ESTIMATE

Name of Work :DETAILED ESTIMATE OF PROPOSED TIME OFFICE FOR CASSIA TORRA POWDER & GUM MANUFACTURING PLANT AT IIDC NAYANPUR GIRWARGANJ SURAJPUR[CG]. As per SOR : SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT -- 1 1.1 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. 1 In all types of soil 4 1.80 1.80 1.80 23.33 cum 112.80 2,631.62 2 3.1 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. 3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). columns 4 1.80 1.80 0.15 1.94 floor 3 3.00 3.00 0.08 2.16 Total 4.10 cum 2310.85 9,474.49 3 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 6 Columns, Pillars, Piers and 4 3.25 1.00 13.00 sqm 183.50 2,385.50 likes- rectangular or square in shape 20X30 LENGTH - 6.50 + 2.0 =8.50 9 Beams, lintels, cantilevers & - - - - walls -T.O. Plinth Beam 1 12.00 0.60 7.20 -T.O. Lintel & slab beams 1 12.00 0.60 7.20 Total 14.40 136.75 1,969.20 8 Suspended floors, roofs, access platform, balconies (plain Powered By : Estimate Maker SoftwarePg. 1 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT surfaces) and shelves (cast in situ) CHHAJJA 2NOS 2 2.40 0.60 2.88 -Roof Slab 1 3.60 3.60 12.96 Total 15.84 sqm 147.35 2,334.02 4 3.4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work. 2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). PT. Plinth Beam 1 12.00 0.20 0.40 0.96 -T.O. Lintel & slab beams 1 12.00 0.20 0.30 0.72 CHHAJJA 2NOS 2 2.40 0.60 0.08 0.23 -Roof Slab TO 1 3.60 3.60 0.12 1.56 Total 3.47 cum 3290.90 11,419.42 5 3.14 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 all complete: 1 Thermo-Mechanically treated =200kg 200.00 kg 46.80 9,360.00 bars 6 7.4 Brick work with modular well burnt (open bhatta) clay bricks of crushing strength not less than 20 kg/sqcm and water absorption not more than 25% in foundation and plinth in: 1 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) -TO 2 3.60 0.20 2.75 3.96 2 3.00 0.20 2.75 3.30 Total 7.26 cum 2231.55 16,201.05 7 11.2 12mm thick cement plaster of mix: 3 In Cement Mortar 1:5 (1 cement : 5 fine sand) -TO 2X2 5.60 3.25 72.80 2X2 3.00 3.25 39.00

Powered By : Estimate Maker SoftwarePg. 2 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT Total 111.80 sqm 72.90 8,150.22 8 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 2 Sal, bijasal, benteak, khair, haldu doors 3 5.00 0.06 0.13 0.12 w 1 6.00 0.06 0.13 0.05 Total 0.17 cum 22307.10 3,792.21 9 8.10 Providing and fixing flush door shutters decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 1 40 mm. thick (single leaf) 3 2.10 1.00 6.30 sqm 3049.40 19,211.22 10 8.8 Providing and fixing 30mm thick glazed shutter frames for windows, clerestory windows, ventilators etc. using glass panes including M.S. butt hinges with necessary screws but excluding glass panes. (Area of shutter to be measured without deducting panelling area). 2 Bijasal, benteak, khair, haldu 1 1.80 1.20 2.16 sqm 707.15 1,527.44 wood. 11 14.12 Painting new exterior surface (two or more coats) with PREMIUM TEXTURED paint as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 1 On new work (Two or more same as that of plaster = 86 som 86.00 sqm 73.50 6,321.00 coats ) 12 9.2 Structural steel work riveted or 20 kg 20.00 Kg 55.00 1,100.00 bolted or welded in built-up

Powered By : Estimate Maker SoftwarePg. 3 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT 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. 13 14.17 Applying priming coat on steel work with red oxide zinc chromate primer. 1 2.10 1.80 3.78 1 1.20 1.20 1.44 Total 5.22 sqm 12.20 63.68 14 14.18 Painting on new work (two or more coats) to give an even shade with: 1 Satin synthetic enamel paint (top most approved branded quality) 1 1.80 1.20 2.16 1 5.00 0.10 0.50 Total 2.66 sqm 46.30 123.16 As per SOR Total Estimate Amount Rs. 96064.26 Extra for Internal Electrification Add Above 7.3% 7012.69 Extra for Contingency (For Works Upto 5 Lacs) Add Above 3% 2,881.93 Total Estimate Amount Rs. 105,958.88 Say Rs. 1,06,000.00 Rs One Lac Six Thousand Only.

Er YOGESH SHARMA Associate Civil Engineer CITCON RAIPUR (C.G.)

DETAILED ESTIMATE

Name of Work :DETAILED ESTIMATE OF PROPOSED COMMON TOILET FOR CASSIA TORRA POWDER & GUM MANUFACTURING PLANT AT IIDC NAYANPUR GIRWARGANJ SURAJPUR[CG]. As per SOR : SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT -- Total 19.20 136.75 2,625.60 8 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) CHHAJJA 2NOS 2 2.40 0.60 2.88 -Roof Slab PT. 1 5.60 3.60 20.16 Total 23.04 sqm 147.35 3,394.94 4 3.4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work. 2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). PT. Plinth Beam 1 16.00 0.20 0.40 1.28 -T.O. Lintel & slab beams 1 16.00 0.20 0.30 0.96 CHHAJJA 2NOS 2 2.40 0.60 0.08 0.23 -Roof Slab PT 1 5.60 3.60 0.12 2.42 Total 4.89 cum 3290.90 16,092.50 5 3.14 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 all complete: doors 3 5.00 0.06 0.13 0.12 w 1 6.00 0.06 0.13 0.05 Total 0.17 cum 22307.10 3,792.21 9 8.10 Providing and fixing flush door shutters decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering Powered By : Estimate Maker SoftwarePg. 1 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 1 40 mm. thick (single leaf) 3 2.10 1.00 6.30 sqm 3049.40 19,211.22 10 8.8 Providing and fixing 30mm thick glazed shutter frames for windows, clerestory windows, ventilators etc. using glass panes including M.S. butt hinges with necessary screws but excluding glass panes. (Area of shutter to be measured without deducting panelling area). 2 Bijasal, benteak, khair, haldu 1 1.80 1.20 2.16 sqm 707.15 1,527.44 wood. 11 14.12 Painting new exterior surface (two or more coats) with PREMIUM TEXTURED paint as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 1 On new work (Two or more same as that of plaster = 112 som 112.00 sqm 73.50 8,232.00 coats ) 12 9.2 Structural steel work riveted or 20 kg 20.00 Kg 55.00 1,100.00 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. 13 14.17 Applying priming coat on steel work with red oxide zinc chromate primer. 1 2.10 1.80 3.78 1 1.20 1.20 1.44 Total 5.22 sqm 12.20 63.68 14 14.18 Painting on new work (two or more coats) to give an even shade with: 1 Satin synthetic enamel paint

Powered By : Estimate Maker SoftwarePg. 2 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT (top most approved branded quality) 1 1.80 1.20 2.16 1 5.00 0.10 0.50 Total 2.66 sqm 46.30 123.16 15 12.6 Providing and fixing ceramic 1 5.00 3.00 15.00 sqm 532.35 7,985.25 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. 1 Thermo-Mechanically treated @1% = 0.05 cum =260 kg 260.00 kg 46.80 12,168.00 bars 6 7.4 Brick work with modular well burnt (open bhatta) clay bricks of crushing strength not less than 20 kg/sqcm and water absorption not more than 25% in foundation and plinth in: 1 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) -TO 2 5.00 0.20 2.75 5.50 2 3.00 0.20 2.75 3.30 Total 8.80 cum 2231.55 19,637.64 7 11.2 12mm thick cement plaster of mix: 3 In Cement Mortar 1:5 (1 cement : 5 fine sand) -TO 2X2 5.60 3.25 72.80 2X2 3.00 3.25 39.00 Total 111.80 sqm 72.90 8,150.22 8 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 2 Sal, bijasal, benteak, khair, haldu 1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other

Powered By : Estimate Maker SoftwarePg. 3 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT 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. 1 In all types of soil 4 1.80 1.80 1.80 23.33 cum 112.80 2,631.62 2 3.1 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. 3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). columns 4 1.80 1.80 0.15 1.94 PUBLIC TOILET 1 5.00 3.00 0.08 1.20 Total 3.14 cum 2310.85 7,256.07 3 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 6 Columns, Pillars, Piers and 4 3.25 1.00 13.00 sqm 183.50 2,385.50 likes- rectangular or square in shape 20X30 LENGTH - 6.50 + 2.0 =8.50 9 Beams, lintels, cantilevers & - - - - walls -T.O. Plinth Beam 1 16.00 0.60 9.60 -T.O. Lintel & slab beams 1 16.00 0.60 9.60 As per SOR Total Estimate Amount Rs. 116377.08 Extra for Internal Electrification Add Above 2% 2327.54 Extra for Water Supply & Sanitary Fittings Add Above 20% 23,275.42 Total Estimate Amount Rs. 141,980.04 Say Rs. 1,42,000.00 Rs One Lac Forty Two Thousand Only.

Er YOGESH SHARMA Associate Civil Engineer CITCON RAIPUR (C.G.)

DETAILED ESTIMATE Name of Work : DETAILED ESTIMATE OF PROPOSED CYCLE STAND SHED FOR CASSIA TORRA POWDER & GUM MANUFACTURING PLANT AT IIDC NAYANPUR GIRWARGANJ SURAJPUR[CG]. As per SOR : SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

Powered By : Estimate Maker SoftwarePg. 1 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT of columns and plinth beam in any shape and size. 4 3.2 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work. 3 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). footings of col. 4 1.70 1.70 0.40 4.62 Col. - 30x30 4 1.75 0.30 0.30 0.63 Total 5.25 cum 3290.00 17272.50 5 3.14 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 all complete: 1 Thermo-Mechanically Take steel reinforcement as 1.00% of the 450.00 kg 46.80 21060.00 treated bars total qtty of RCC, 5.25x1.00/100=0.0525cum, ie 450kg 6 9.3 Steel work in tubular 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, 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. 1 Hot finished welded tubes No of trusses = 4 600.00 kg 65.85 39510.00 forPR & RMS Length of purlin= 10 m

Powered By : Estimate Maker SoftwarePg. 2 SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT COL- 4 7 10.13 Providing asbestos cement 1 10.00 3.00 30.00 sqm 335.65 10069.50 6mm thick corrugated or semi corrugated sheets roofing fixed with galvanized J or L hooks, bolts and nuts 8mm dia G.I. plain bitumen washers complete excluding the cost of purlins, rafters and trusses. 8 10.18 Providing and fixing ridges and hips in asbestos cement sheet roofing with G.I., J or hooks, bolts and nuts 8 mm dia, G.I plain and bitumen washers complete. 1 Plain angular ridges 1 10.00 10.00 metre 42.15 421.50 6.80+4.80 =11.60 9 14.17 Applying priming coat on LS BASIS FOR STEEL COL & 30.00 sqm 12.20 366.00 steel work with red oxide TRUSSES= 30 zinc chromate primer. 1014.18 Painting on new work (two or more coats) to give an even shade with: 5 Black anti-corrosive AS PER ABOVE 30.00 sqm 26.10 783.00 bitumastic paint As per SOR Total Estimate Amount Rs. 127869.88 Say Rs. 1,28,000.00 AS PER ABOVE Rs One LacTwenty Eight Thousand Only.

Er YOGESH SHARMA Associate Civil Engineer CITCON RAIPUR (C.G.)