REPAIR AND RENOVATION OF FESTIVAL SHED (NEAR RAJIB COLONY KALIMANDIR), AT WARD NO-03 , WITHIN HALDIBARI MINUCIPALITY. BOOTH NO 137

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof.

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m.(a)In ground floor including roof.(a) upto 150 mm. thick

Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.a) In ground floor including roof.

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

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.

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed & consolidating the same by through saturation with water ramming complete including the cost of supply of sand

Cement concrete with 30 mm down graded shingles excluding shuttering. With N. B. Varity (a)1:3:6 proportion

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

a) 25 mm - 30 mm thick wooden shuttering as per decesion & direction of EIC. Ground Floor

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 relevent IS codes(N.B VARITY)

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary) cutting and requisit length hooking and bending to correct shape,placing in proper position & binding with 16 gauge black annealed wire at every intersection, complete as per drawing & direction a) For works in foundation, basement and upto roof of G. floor I) (Tor Steel/ Mild Steel NOT SPECIFIED/HYSD)

Plaster (to wall, floor, celling etc.) with sand & cement morter including rounding off corners or chamfering of corners as directed & racking out joints of roughening of concrete surface including throating, nodding and drip course where necessary (Ground floor)(ii)(c) 15mm thick (4:1) - in Ground Floor

Neat Cement punning about 1.5 mm thick in wall dado,window, sill, floor, drain. etc. using cement @ 0.152kg/100sqm

125 mm thick Brick Work with First Class Brick in Cement Morter (4:1) in Ground Floor

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same

M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including 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

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).

GST @18% FOR SL NO 01 TO 21