Construction of Rest Shed in front of Upal Mukhar Play Ground in Ward No XIV Under Alipurduar Municipality

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. (a) Depth of excavation not exceeding 1,500 mm.

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) (a) With earth obtained from excavation of foundation.

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.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) of Pakur variety excluding shuttering and reinforcement if any, as per relevant IS codes.- In Ground Floor

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 shuttering without staging in foundation

(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

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. (a) For works in foundation, basement and upto roof of ground floor / upto 4m (i) Tor steel/Mild Steel (In Gr.floor) II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL

brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor

Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10mm. dia J or L hook-bolts, limpet and bitumenwashers and putty complete with 150 mm. end lap and one corrugation minimumsidelap. (Payment tobemadeonareaof finished work)(GCI sheet to be supplied by contractor) (i) In Roof: b) With 0.63 mm thick sheet

Galvanised iron sheet ridging fittedwithnecessarybolts, screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way (b) With 0.63 mm sheet

M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1957&IS: 1161-1958 cnnected tone 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 toIS:816 956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814-1957, haulage, hoisting and erection all complete. Ther ate includes the ofrolledsteelsection,consumablessuch as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. 2 M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1957&IS: 1161-1958 cnnected tone another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, ationwithnecessarymetalarcweldingconformingtoIS:816 1956&IS: 9595usingelectrodes of approvedmake andbrand conforming to IS:814-1957, haulage, hoisting and erection all complete. erateincludesthecostofrolledsteelsection,consumablessuch as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment bemadeonthebasisofcalculatedweightofstructural tubularmemebrsasspecifiedinrelevent IScodeinfinishedwork. Payment for gusset, bracket, cleat may bemade by adding the actual weight of such items with weight of finished structural members.Theratesareconsideredforaheightof erection8m. / 2ndfloor level heground.Add1.5%extraovertheratefor each additional floor or 4m. beyond the initial 8 m. or part thereof.

Artificial stone in floor, dado, staircase etc with cement concrete(1:2:4)withstonechips, laidinpanelsasdirected with topping made with ordinary or white cement (as necessary) andmarbledust inproportion (1:2) including smoothfinishingandroundingoff corners includingraking outjointsorrougheningofconcretesurfaceand application [email protected] kg/sq.m all complete including all materials and labour. In ground floor. 3mm. thicktopping(Highpolishinggrindingonthisitemis not permitted with ordinary cement). Using grey cemen (ii) 25 mm. thick

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, affolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (c) 10 mm thick plaster

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Labour cess @ 1%