Municipal Affairs Department Tender

Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (Build/Page-2 Item No-4/b)

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 fittin fixing and striking out after completion of works (In ground floor) (f} 25 mm to 30 mm shuttering without staging in foundation . (Build/Page-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 (In ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. (Build/Page-42 Item No-36/a)

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (Build/Page-14,Item No-1)

Ordinary cement concrete M15(mix 1:2:4) with graded stone chips (20 mm down)excIuding shuttering and reinforcement.if any, in ground floor.as per IS 456-2000. (a) Pakur/Chandi Variety (Build/Page-24,Item No-4) Analysis Rate

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. Pakur Variety In Ground floor (Build/Page-26 Item No-10)Analysis Rate

Brick work with 1st class bricks in cement mortar (1:4) (Build/Page-IS Item No-7) Analysis Rate (a) In foundation and plinth

Brick work with 1st class bricks in cement mortar (1:6) (Build/Page-15 Item No-8) Analysis Rate (b) In superstructure, ground floor

Plaster (to wall, floor, ceiling, etc) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface, including throading, nosing, and drip course where necessary (ground floor) (Build/Page-189, Item No-1)Analysis Rate I b) 20 mm thick plaster With (1:6) Cement Mortar

ii c) 10 mm thick plaster With (1:4) Cement Mortar

Neat cement punning about 1.Smm thick Wall, dado, window sill, floor etc. NOTE:Cement 0.1S2 cu.m per100 sq.m. (Build/Page-19Z, Item No-1S)AnaIysis Rate

Reinforcement for reinforced concrete work in all sorts of structures ncluding distribution bars, stirrups, binders etc initial straightening and removal of loose rust (ifnecessary), 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.For work in foundation upto n ground floor upto 4m Tor steel/Mild Steel (JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) Build/Page-43, Item No-40-a-i/ii)AnaIysis Rate

Supplying and laying true to line and level Anti-Skid, Full Body ,Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance 0.5, Mohr's hardness S.0, Staining resistance: Class-1 Water Absorption: E 0.5Y+], MOR 35 N/sq.mm in Internal area o building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace! etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement: slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using; Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge (White cement, synthetic adhesive and grout material to be supplied by the contractor a) In Ground Floor: Sizes-300 mm x300mm x10 mm with break1ng strength 1200 N Build/Page-1,ltem no-280(Analysis Rate)

Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat i) Water based interior grade Acrylic Primer (Build/Page-195, Item No-7)

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 (Build/Page-196, Item No-10)

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) One Coat (Build/Page-196, Item No-8)

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. n Ground floor (Two Coat) a) Normal Acrylic Emulsion (Build/Page-197, Item No-17)

(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. (ii) Grill weighing above 16 Kg./sq.mtr and above P-t04,It-13(a) 3rd corrigenda

Supplying 1.5mm thick M.S. sheet fitted and fixed on one or bothfaces of M.S./ W.I. gate etc. with point welding at not more than1S0mm apart complete in all respect as per design including cost of all labour and materials (Build/Page-t0S, Item No-15)

M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars orangles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. In ground floor. (Build/Page-105, Item No-16)

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- 1969 & IS: 1995 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 required for the work including all incidental chages such as electricity charges, labour insurance charges etc I) For structural members of specified sections weighing less than 22.S Kg./m (Build/Page-99, Item No-1) 3rd corigenda

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. The rate includes the cost of all M.S. Hollow section, alt consumables 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. ) For roof truss works a) Span up to t2 Mtr Build/Page-101, Item No-2A) 3rd corigenda

iming one coat on steel or other metal surface with synthetic lbound pr1mer of approved quality including smoothening surfaces sand pering etc. Build/Page-200, Item No-la)

(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 with other than hi-gloss approved quality. (iv) Two coats (with any shade except white) (Build/Page-200, Item No-2)

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: (ii) 110 mm. Dia.

c) Bend 87.5 degree (ii) 110 mm. Dia. Page-212 & 213 Item No-21

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 disposaI,Ioading into truck and cleaning the site in al respect as per direction in Engineer in charge (Build/Page-12, Item No-13)

GST 18% =Rs.

Labour Cess 1 % = Rs.