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

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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] 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 46 1.80 1.80 1.80 268.27 cum 112.80 30,260.86 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 46 1.80 1.80 0.15 22.36 cum 2310.85 51,670.61 sand : 6 graded stone aggregate 40mm nominal size). 4 1:2:4 (1 cement : 2 coarse 1 53.50 10.00 0.15 80.25 cum 2800.90 224,772.23 sand : 4 graded stone aggregate 40mm nominal size). 3 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 1 Foundations, footings, base of columns and plinth beam in any shape and size. -col 30x40 46 1.80 1.40 115.92 plinth beam 20x40 2 53.50 0.80 85.60 -do---- 6 10.00 0.80 48.00 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.
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