Municipal Affairs Department Tender

Page No; 14; Item No; 1, Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints withocal sand.

Page No; 24; Item No; 4(a), 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. a ) Pakur Variety

Page No; 26; Item No; 10(i), 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. a ) Pakur Variety

Page No; 42; Item No; 36(f), 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

Page No; 43; Item No;38, Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. ( only the area in contact with concrete to be measured)

Page No; 43; Item No; 40(a)(i(l) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etcnitial 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 4 m,( i ) Tor steel/Mild Steel, I. SAIL/ TATA/RINL

Page No; 15; Item No; 7(a) Brick work with 1st class bricks in cement mortar ( 1:4) ( a) In foundation and plinth

Page No; 189; Item No; 1(ii)(b)Plaster ( to wall, floor, ceiling etc. ) with sand and cement mortarincluding 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], ( b) 15 mm thick plaster

Page No; 192; Item 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; 99; Item No; 1(lll)M.S. structural works in columns, beams etc. with simple rolled structural members ( e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP ( 6) - 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, 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 chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structurmembers only in finished work as per IS specified weight. Paymefor gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finishestructural members or 7% of weight for finished structural membeweighing not less than 22.5 Kg. / m. or 15 % of weight for finishestructal members weighing less than 22.5 Kg. / m. may be increaseallow for bracket, cleat, rivet, bolts and nuts etc. and no seperatpayment being made for these items, as per direction of EngineerCharge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for eacadditional floor or 4m. beyond initiial 8m. or part thereof.III ) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m III ) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m

Page No; 101; Item No; 2A(i)(b) M.S. structural works with hollow sections ( square or rectangular shape ) conforming to IS: 806-1957 & IS:1161-1958) 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: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulagehoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, alconsumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages ( such as electricity, labour insurance ) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section 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 hight 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.b) Span beyond 12 Mtr and up to 20.00 Mtr

Page No; 103; Item No; 9(e), Labour for assembling, hoisting, fitting & fixing tubular roof trusses. (e) Above 12m. To 15m. Span

Page No; 103; Item No; 7(ii)© Supplying, fitting, fixing bolts with nuts, washer: (ii) 20 to 25mm dia bolt: © Lenth above 150mm.

Page No; 102; Item No; 6(iii),©, Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.(iii) 25 mm dia.(c) 750 mm long

Page No; 135; Item No;4(b)(i), Drilling holes of requisite diameter in R.S. joists channels, tees. Plates etc. (b) (I) Dia.above 12mm and depth upto 10 mm.

Page No; 111; Item No;2(b), Welding in M.S. structural work with gas or electric: (b) Continuous weld.

Page No; 141; Item No;14(i)(a), 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

Page No; 81; Item No;10(b)©, Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc. complete.(225mm end lapping)(B) 450 mm lapping each way, (c) With 0.80 mm sheet

Page No; 212; Item No; 21, Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes:(iii) 160 mm. Dia.

UPVC Fittings : C) Bend 87.5 degree (iii) 160 mm. Dia.

Page No; 200; Item No; 1 (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Page No; 200; Item No; 2(iv), ( 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 timber or plastered surface : ( iv ) Two coats ( with any shade except white )

Add 9% CGST

Add 9% SGST

Add @ 1% cess