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| 1 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directedwithin a lead of 75 m a) In ground floor including roof. [Ref : P.W.D.(Bldg.), Page-200 Item-2(a) ] |
| 2 | 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 > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of 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).Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength >1500 N i) GROUND FLOOR [Ref : PWD Bldg 2017 P-280 IT NO.-1(B) |
| 3 | 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, all 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 [Ref : PWD Bldg 2017 P-100 IT NO.-2& 3rd corrigenda effect from 4.06.2018 |
| 4 | 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.i) For trusses spanning up to 12.00 m [Ref : PWD Bldg 2017 P-100 IT NO.-2& 3rd corrigenda effect from 4.06.2018 |
| 5 | 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. [Ref: P.W.D (Bldg.), Page -26, Item.- 10(i)] Annexure - II |
| 6 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including 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] (ii) With 1:4 cement mortar (a) 20 mm thick plaster [Ref : P.W.D.(Bldg.), Page-189, Item-1(ii) (a), 3rd corri and addenda. |
| 7 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. [ Ref: P.W.D. (Bldg), Page16, Item No 16] |
| 8 | Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor [Ref : P.W.D.(Bldg.), Page-15 , Item- No 7(b), 3rd corri and addenda] |
| 9 | (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. [Ref : P.W.D.(Bldg.), Page-200, Item No.1 (a)(b)] |
| 10 | (b) Priming one coat of timber or plastered surface with synthetic oil bound primer of approved quality including smoothenig surfaces by sand paper etc. [Ref : P.W.D.(Bldg.), Page-200, Item No.1 (a)(b)] |
| 11 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand oapering etc. Including using of approved putty etc. On the surface, if necessary : (a)On timber or plastered surface: With super gloss(hi Gloss) (ii) Two coats (white in shade) [Ref : P.W.D.(Bldg.), Page-200 Item-2(a) |
| 12 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand oapering etc. Including using of approved putty etc. On the surface, if necessary : (a)On timber or plastered surface: With super gloss(hi Gloss) (iv) Two coats (with any shade except white) [Ref : P.W.D.(Bldg.), Page-200 Item-2(a) [Ref : P.W.D.(Bldg.), Page-81 Item-9(I,c) ] |
| 13 | Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap.(Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)(i) In Roof:-c) With 0.80 mm thick sheet [Ref : P.W.D.(Bldg.), Page-81 Item-9(I,c) ] |
| 14 | Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP ( b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating) Ref: PWD Bldg 2017 P-250 IT NO.-27(B |
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