| 1 | 1 | Construction of Structural shed near H2 (Hydrogen) Gas Godown to keep hydraulic ladder (Genie) & other store materials. | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Dismantling all types of plain cement concrete Works, stacking serviceable materials at site and Removing rubbish as directed within a lead of 75 m. In all floor including roof.\nUp to 150 mm. thick\n | BI01010001010000000000000515BI0100001113 | 1.35 | Cu.M |
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| 3 | 1.02 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.\nUp to 1. 500 mtr depth\n | BI01010001010000000000000515BI0100001114 | 23.6 | Cu.M |
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| 4 | 1.03 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (Payment to be made on measurement of finished quantity).\n(i) By fine sand\n | BI01010001010000000000000515BI0100001115 | 1.35 | Cu.M |
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| 5 | 1.04 | Earth work in filling in foundation trenches or plinth With good earth, in layers not exceeding 150 mm. Including watering and ramming etc. layer by layer Complete. (Payment to be made on the basis of Measurement of finished quantity of work).\n(a) With earth obtained from excavation of foundation.\n | BI01010001010000000000000515BI0100001116 | 17.1 | Cu.M |
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| 6 | 1.05 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) in ground floor.\n(A) [Pakur Variety] (a) 1:3:6 proportion.\n | BI01010001010000000000000515BI0100001117 | 0.81 | Cu.M |
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| 7 | 1.06 | Supplying and laying Polythene Sheet (150gm / sq. m) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | BI01010001010000000000000515BI0100001118 | 10.8 | Sq.M |
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| 8 | 1.07 | Ordinary Cement concrete (mix 1:1. 5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.\n(i) Pakur Variety.\n | BI01010001010000000000000515BI0100001119 | 5 | Cu.M |
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| 9 | 1.08 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.\n(a)For works in foundation and up to roof of ground floor/up to 4 m\n | BI01010001010000000000000515BI0100001120 | 0.55 | MT |
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| 10 | 1.09 | Hire and labor charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hard\nwood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (up to roof of ground floor).\ni)25 mm to 30 mm shuttering without staging in foundation\n | BI01010001010000000000000515BI0100001121 | 32 | Sq.M |
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| 11 | 1.1 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces\nby sand papering etc. lead of 75m as directed.\n | BI01010001010000000000000515BI0100001122 | 282 | Sq.M |
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| 12 | 1.11 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary:\n(b) On steel or other metal surface :\n(iv) Two coats (with any shade except white)\n | BI01010001010000000000000515BI0100001123 | 282 | Sq.M |
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| 13 | 1.12 | Galvanized trapezoidal colored sheet work ( excluding the supporting frame work) fitted and fixed with 10mm dia J or L hook-bolts with welding limpet & bitumen washer and putty completed with 150mm end lap and one corrugation minimum side lap in roof & wall with 0. 60mm to 0. 50mm thick (work shall be come as per instruction of the EIC) TATA make.\na) Roof\n | BI01010001010000000000000515BI0100001124 | 104 | Sq.M |
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| 14 | 1.13 | Galvanized iron sheet ridging fitted with necessary bolts, screws, washers etc complete. (225mm end lapping).\n(A) 300 mm lapping each way. (a) With 0. 60 mm sheet\n | BI01010001010000000000000515BI0100001125 | 13 | Meter |
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| 15 | 1.14 | Galvanized or painted wind-tie made of M. S. flats, fitted and fixed complete including cost of necessary fittings.\n(b) Made with 50 mm. X 6 mm. flats\n | BI01010001010000000000000515BI0100001126 | 97 | Meter |
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| 16 | 1.15 | M. S. structural works in columns, beams etc. with simple rolled structural members (e. g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc.\nPayment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight.\nPayment for gusset, bracket, cleat, rivets, bolts and nuts may be made by adding the actual weight of such items with the weight of finished structural members. The rates are considered for any height of erection.\nI) For structural members of specified sections weighing less than\n22. 5 Kg/m\n | BI01010001010000000000000515BI0100001127 | 6.6 | MT |
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| 17 | 1.16 | Brick work with 1st class bricks in cement mortar (1:6) (B) In Super structure, Ground floor. | BI01010001010000000000000515BI0100001128 | 0.7 | Cu.M |
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| 18 | 1.17 | 125 mm. thick brick work with 1st class bricks in cement mortar\n(1:4) in Ground floor.\n | BI01010001010000000000000515BI0100001129 | 35.6 | Sq.M |
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| 19 | 1.18 | Plaster (to wall, floor, ceiling etc. ) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). \n[Excluding cost of chipping over concrete surface].\ni) With 1:6 cement mortar\na)15mm plaster\n | BI01010001010000000000000515BI0100001130 | 76 | Sq.M |
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| 20 | 1.19 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer' s specification and as per direction of the EIC.\nIn Ground Floor: (a) One Coat\n | BI01010001010000000000000515BI0100001131 | 76 | Sq.M |
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| 21 | 1.2 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer' s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labor, scaffolding and all incidental charges but excluding the cost of primer.\nIn Ground floor:\n(a) Normal Acrylic emulsion\n(i) Two coats.\n | BI01010001010000000000000515BI0100001132 | 76 | Sq.M |
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| 22 | Total in Figures | | | | |
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