Construction of Bike cycle stand inside the premises of Purta Bhawan Hakim para Jalpaiguri During the Year 2026 27

Clearing compound premises of shrubs, plants. jungles, etc.by cutting and removing as direcled (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)

Earthwork In excavation of foundation trenches or drains, In all sorls of soil (including mixed soil but excluding laterite or sandstone), including removing, spreading or stacking the spolils within a lead of 75m as directed, The item includes necessary trimming of the sides of trenches, levelling, dressing and ramming the bottom, and balling out water as (a) Depth of excavation not exceeding 1,500 mm.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

OrdinaryCement concrete (mix 1:2:4) with graded stone chips (20mm (b) River bazree

M.S. structural works with hollow sections (square or rectangularshape) conforming to IS: 806-1968 & IS:1161-1998) connected toone another with bracket, gusset, cleat as per design, drawing &direction of Engineer-in-Charge complete including cutting torequisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approvedmake and brand conforming to IS:814- 2004, haulage, hoisting anderection all complete.Payment to be made on the basis of calculated weight of structuralmemebrs of MS Holow Section as specified in relevent IS code infinished work. Payment for gusset, bracket, cleat may be made byadding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection8 m. / 2nd floor level from the ground. Add 1.5 % extra over the ratefor each additional floor or 4m. beyond the initial 8 m. or part thereof.The rate includes the cost of all M.S. Hollow section, allconsumables such as electrodes, gas and hire charges of all toolsand plants and labour reqired for execution and all incidentalchages (such as electricity, labour insurance) etc. complete.M i) For roof truss works a) Span up to 12 Mtr

Holdingdownboltwithnutincluding100x100x6mmplatewasher atbottomfittedcompleteandpackingtheholewithcementconcrete or cement grout as directed. (i) 16 mm dia bolt (a) 300 mm long

Galvanised corrugated iron sheet work (excluding the supportingframework)fittedandfixedwith10mm.diaJor Lhook-bolts, limpetandbitumenwashersandputtycomplete with150mm.endlapandonecorrugationminimumsidelap. (Payment tobemadeonareaof finishedwork)(GCIsheet to be supplied by contractor) (i) In Roof: a) With 0.60 mm thick sheet

Galvanised iron sheet ridging fittedwith necessary bolts, screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way (a) With 0.60 mm sheet

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality, including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of anproved putty etc on the surface if necessary . (b) On steel or other metal surface : (iv) Two coats (with any shade except white)