Municipal Affairs Department Tender

Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion 10*1*0.90*0.90*0.10 4*1*3.60*3.30*0.10 3*1.0*1.0*0.075 (Page No.23, Item No.1)

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)25mm to 30mm shuttering without staging in foundation 10*4*1*(0.90*0.15) 10*4*1*0.25*0.25 10*4*1*0.250*0.60 2*1*45.0*0.250 (Page No.42-43, Item No.36)

"(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge" 10*4*1*0.250*3.30 3*1*1.0*(0.25+0.15+0.15)+1*1.0*(0.15+0.15+0.15)+3*1*1.0*(0.45+0.075)+3*2*1*0.45*0.075+5*1*1.50*(0.25+0.15+0.15)+5*1*1.50*(0.45+.075)+5*2*1*0.45*0.075 (Page No.42-43, Item No.36)

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. 10*4*1*(0.75*0.15) 10*4*1*0.25*0.25 10*4*1*0.250*0.60 2*1*48.25*0.250 10*4*1*0.250*3.30 3*1*1.0*(0.25+0.15+0.15)+1*1.0*(0.15+0.15+0.15)+3*1*1.0*(0.45+0.075)+3*2*1*0.45*0.075+5*1*1.50*(0.25+0.15+0.15)+5*1*1.50*(0.45+.075)+5*2*1*0.45*0.075

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 and upto roof of ground floor /upto 4 m. (i) Tor steel/Mild Steel I. JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL 1.00% of concrete volume = 8.49*1.00%*7.85 (2nd. Corrigenda & Addenda dt. On 18.04.2018) (Page No.- 43-44, Item No.40)

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. (i) Pakur Variety 10*1*0.90*0.90*0.15 +10*1*(0.90+0.25)/2*(0.90+0.25)/2*0.25 10*1*0.25*0.25*0.25 10*1*0.250*0.250*0.60 1*45.00*0.250*0.250 10*1*0.250*0.250*3.30 3*1*1.0*0.250*0.15+1*1.0*0.15*0.15+3*1*1.0*0.45*0.075+5*1*1.50*0.250*0.15+5*1*1.50*0.45*0.075,2) (Page No.- 26, Item No.10(i))

Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth. 7*1*3.60*0.250*0.35+6*1*3.30*0.250*0.35 3*1.0*0.250*0.15+3*1.0*0.50*0.15+3*1.0*0.750*0.15+3*1.0*1.0*0.15 (Page No.15, Item No.7a)

Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor (6*1*3.60*0.250*3.30+4*1*3.30*0.250*3.30)-3*1*1.0*0.250*2.0-5*1*1.50*0.250*1.20

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor (Page No.16, Item No.16) (1*3.60*3.30+2*1*3.30*3.30)-1*1.0*2.0

"25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface)." (Page No.47, Item No.1) 1*45.00*0.250

"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" (ii) 25 mm. thick (Page No.48, Item No.6) 4*1*3.60*3.30

Plaster ( to wall,floor,ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chamfering etc. including throating,nosing and drip course where necessary ( Ground floor): With 6 : 1 cement mortar (c) 15mm. Thick plaster 2*1*11.80*3.90+2*1*7.35*3.90 (2*1*11.30*3.30+2*1*3.60*3.30+2*1*6.85*3.30+4*1*3.30*3.30)-1/3*4*2*1*1.0*2.0-1/3*5*1*1.5*1.2 3*4*1*(0.25+0.15)+2*1*0.25*(0.60+.45+0.30+0.15) (Page No-189, item No- 1(ii)b)

Neat cement punning about 1.5 mm thick in wall,dado, window, sills, floor, drain etc. 2*1*11.80*0.60+2*1*7.35*0.60+2*1*11.30*0.30+2*1*6.85*0.30 3*4*1*(0.25+0.15)+2*1*0.25*(0.60+.45+0.30+0.15) ( Page No- 152, itemNo- 8)

"M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected 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 reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof."i) For trusses spanning up to 12.00 m ( Page No- 100, itemNo- 2) Circular Hollow Section :- Rafter (50mm.Dia.) Length = 59.37 m. Thickness = 4.8 mm. Weight = 6.57 Kg/m. Circular Hollow Section :- Purlin (65mm.Dia.) Length = 61.60 m. Thickness = 4.8 mm. Weight = 8.44 Kg/m. Circular Hollow Section :- Strut (40 mm.Dia.) Length = 44.23 m. Thickness = 4.0 mm. Weight = 4.37 Kg/m. (59.37*6.57+61.60*8.44+44.23*4.37)/1000

"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)." (i) In Roof:- a) With 0.5 mm thick sheet 1*8.84*4.10+1*4.42*7.575 ( Page No- 82-83, itemNo- 14)

"Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials" ( Page No- 105, itemNo- 15) 4*1*1.0*2.0

a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr 5*1*1.50*1.20*16/100 ( Page No- 104, itemNo- 13)

"(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" 5*1*1.50*1.20+4*1*1.0*2.0 ( Page No- 200, itemNo- 1)

"(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 : (iv) Two coats (with any shade except white) 5*1*1.50*1.20+4*1*1.0*2.0 ( Page No- 200, itemNo- 1)

"Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats" (2*1*11.30*3.30+2*1*3.60*3.30+2*1*6.85*3.30+4*1*3.30*3.30)-1/3*4*2*1*1.0*2.0-1/3*5*1*1.5*1.2 ( Page No- 196, itemNo- 10)

Applying decorative cement based paint………………….. Two coats ( Page No- 197, itemNo- 15) 2*1*11.80*3.90+2*1*7.35*3.90