Construction of Packaging cum Value

Page no:1,sl no:2(a) Earthwork in excavation of foundation trenches or drains in all sorts of soils including ramming, spreading or stacking the spoils within a lead of 75m as directed complete. a) Depth of excavation not exceeding to 1500mm.

Page no:14,sl no:1 Single Brick Flat Soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand earth..

Page no:27,sl no:22 II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor. (a) 1:3:6 proportion

Page no:26,sl no:10 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 (ii ) River Bazree.. A) in ground floor.

Page no:43,sl no:40 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 andbending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction a) For works in foundation, basement and upto roof of ground floor/upto 4 m(i) Tor steel/Mild Steel I. SAIL/ TATA/RINL b)Extra For works beyond the roof of ground floor/initial 4 m (i) Upto 4 th floor roof in each addl. floor

Page no:42,sl no:36 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood 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 (upto roof of ground floor) (f) 25 mm to 30 mm thick wooden shuttering without staging as per decision & direction of Engineer-In-Charge.

(a) 25 mm to 30 mm thick wooden shuttering with staging as per decision & direction of Engineer-In- Charge.

Page no:15,sl no:8 Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

Page no:16,sl no:17 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. I) in first floor.

Page no:1,sl no:3 Earth work in filling in foundation trenches orvplinth 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) (a) With earth obtained from excavation of foundation.

Page no:2,sl no:4 A) 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)

Page no:48,sl no:6 Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement. (iii) 35 mm. thick

Page no107/ It-20 b Supplying, fitting and fixing windows and ventilators with or with out integrated grills conforming to IS1038-1975 and manufactured from rolled steel sections conforming to IS7452-1974with non-friction projecting type,box type hinges,glazing clips, lugs locking bracket,handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete(1:2:4) with stone chips 20mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. Open able steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only

it-20bviii M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S.flats and bars.

Page no:-243/ It-9 I Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. 4mm thick clear glass. For window

Page no:105/ It-16 M.S.gate of Jail type as per approved design made of strong M.S.frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting,bolting,welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.

Page no:101/ It-2 I a M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 connected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 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 changes such as electricity charges, labour insurance charges etc.For trusses spanning up to 12.00 m

Page no:82/ It-14 Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).With 0.5 mm thick sheet

Page no:84 It- 18 a Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way With 0.71 mm sheet

Page no:189,sl no:1 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).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar 20 mm

(ii) With 1:4 cement mortar a) 20 mm thick plaster

(ii) With 1:4 cement mortar (c) 10 mm thick plaster

Page no:192,sl no:15 Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Page no:194,sl no:1 White washing including cleaning and smoothening surface thoroughly. All floors :(c) Two coats.

Page no:195,sl no:7 Colour washing with "ELLA" with a coat of white wash priming including cleaning and smoothening surface thoroughly . ((i) Internal (all floors). (b) Two coat

Page no:200,sl no:1) (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. I) In Ground Floor

Page no:200,sl no:2) A) 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 : (b) On steel or other metal surface. With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)

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