| 1 | 1.01 | Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff up to 50 Meter lead for dense or Hard soil. Depth up to 1.50m | | 2298.38 | One Cubic Meter |
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| 2 | 1.02 | Depth from 1.5 m to 3.00m | | 2298.38 | One Cubic Meter |
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| 3 | 2 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sands: 6 graded stone aggregates 20 nominal size) and curing complete including cost of formwork for foundation and plinth (Upto 10 ton) | | 361.846 | One Cubic Meter |
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| 4 | 3.01 | Providing and laying in controlled cement concrete M-30 and curing complete excluding the cost of formwork and reinforcement for reinforcement concrete works as per specification and direction of Engineer-in-charge.\n(Note :- Minimum Cement content considered in this item is @ 320 kg/cum as per IS -456-2000. Footing | | 294.192 | One Cubic Meter |
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| 5 | 3.02 | RCC Column from Footing up to Finish Ground Level For Compound Wall | | 140.967 | One Cubic Meter |
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| 6 | 3.03 | Column Above Ground Beam up to top of Compound Wall | | 140.967 | One Cubic Meter |
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| 7 | 3.04 | Ground Beam | | 231.96 | One Cubic Meter |
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| 8 | 3.05 | Coping | | 55.29 | One Cubic Meter |
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| 9 | 4 | Providing Thermo-Mechanically Treated bars - Grade of reinforcement Fe - 500 for R.C.C. work including bending, binding and placing in position complete up to compound wall top level | | 84.9095 | One Matric Tonne |
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| 10 | 5.01 | Providing formwork with sheathing steel sheets so as to give a fair finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. FOOTING | | 980.64 | One Square Meter |
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| 11 | 5.02 | COLUMN | | 3759.12 | One Square Meter |
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| 12 | 5.03 | GROUND BEAM | | 1548 | One Square Meter |
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| 13 | 5.04 | COPING | | 369 | One Square Meter |
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| 14 | 5.05 | PCC Below ESR | | 23.41 | One Square Meter |
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| 15 | 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering at all lead and lifts etc. completed | | 3741.76 | One Cubic Meter |
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| 16 | 7 | Brick work using common burnt clay building bricks having crushing strength not less than 35 kg / sq. cm. at all elevation/ above plinth level in cement mortar 1:6 (1 - cement : 6 - fine sand) - with Conventional Bricks | | 971.223 | One Cubic Meter |
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| 17 | 8 | Providing 10 mm thick plaster in single coat on brick / concrete walls for inside / outside plastering up to floor two level and sand face / finished even and smooth in cement mortar 1:3 (1 - cement : 3 - sand) | | 11433.6 | One Square Meter |
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| 18 | 9 | Providing and applying 20 mm thick sand faced double coat cement plaster on walls or similar surfaces consisting of 12 mm thick backing cost of CM 1:3 (1 cement: 3 sand) and 8 cm thick finishing cost of CM 1:1 (1 cement :1 sand) etc complete. | | 238.68 | One Square Meter |
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| 19 | 10 | Finishing wall with weather proof exterior emulsion paint on wall surfaces (Two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powered materials. Etc. Complete | | 11672.2 | One Square Meter |
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| 20 | 11 | Prov. and fixing pre-cast rubber dye inter locking cement concrete block of approved shape and design having 60 mm thickness with grade of concrete M250 pneumatic compressed by mechanically pressed and as per approved design including 75 mm sand layer for levelling and filling the joint with sand in proper line and level etc. complete. | | 2448.68 | One Square Meter |
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| 21 | 12 | Steel work welded in built up sections, frame work including cutting , hoisting , fixing in position and applying a priming coat of red oxide of red lead paint & Two coat of enamel paint. For angle 50x 50x 6mm to be fixed in column of compound wall and MS tube, square bar etc. complete as per drawing and specification for fencing angle. | | 4137.07 | One Killo Gram |
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| 22 | 13 | Steel work welded in built up sections, frame work including cutting , hoisting , fixing in position and applying a priming coat of red oxide of red lead paint & Two coat of enamel paint. For angle 50x 50x 6mm to be fixed in column of compound wall and MS tube, square bar etc. complete as per drawing and specification for Compound gate. | | 16770.5 | One Killo Gram |
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| 23 | 14 | Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entirer length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push-pull operation including the cost of hood cover and spring etc. complete. (A) Shuttering having width below 3.5 M. | | 63 | One Square Meter |
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| 24 | 15 | Providing corrugated G.I. sheet of class-3 roofing fixed with galvanized iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer filled with white lead complete excluding the cost of purlins, Rafters and Truss. (1) 0.80 mm thick sheet. | | 703.035 | One Square Meter |
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| 25 | 16 | Providing and fixing window having extruded aluminum Colour anodized section frame main outer size 63.50 x 38.10 x 1.95 mm(of Jindal section no:4605, @Wt 1.094 Kg/Rmt), horizontal two track member size 91.85mm x 31.75 mmX 1.20 mm (of Jindal Section no:8687 @wt. of 0.695 Kg/mt), vertical member of size 61.85 mm x 31.75mm x 1.30 mm (of Jindal Section no 8758 @wt of 0.0659 Kg/mt) with sliding shutters of horozontal member size 40 mm X18 nmm X 1.29 mm (of Jindal Section no : 8949 @ wt. of 0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of Jindal section no 8947 @ wt. of 0.456Kg/mt/mt/Section 8948 @ Wt 0.457 Kg/mt) with 5 mm thick trasparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and tranparent silicon sealant glass fixing to frame as per details etc complete for window. | | 8.4 | One Square Meter |
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| 26 | 17 | Providing material & labour for supplying and fixing Galvanised steel Barbed wire (I.S. 278-1982 Type I) weighting 9.80 Kg./100 mts. (Min) straining and fixing to any type of standard rails straining bolts including curing with and provision of galvanised mild steel wires staples or steel pains etc. as desired (posts struts and concrete shall be paid separetely). | | 11173.2 | One Running Meter |
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