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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 directed within a lead of 75 ma) In ground floor including roof.Ref:- P.W.D (Bldg.), 2017 Page -10, Item NO-1 |
| 2 | (A) Filling in foundation or plinth by silver 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. (payment to be made on measurement of finished quantity)Ref:- P.W.D (Bldg.), 2017 Page -2, Item NO-4 |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. Ref:- P.W.D (Bldg.), 2017 Page -14, Item NO-1 |
| 4 | Brick work with 1st class bricks in cement mortar (1:4) (b) In super structure, ground floorRef:- P.W.D (Bldg.), 2017 Page -15, Item NO-7( 3rd Corrigenda) |
| 5 | 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 drawingand direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild Steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEELIn foundation, basement and upto roof of ground floor/upto 4 M Ref:- P.W.D (Bldg.), 2017 Page -43, Item NO-40( 10th Corrigenda) |
| 6 | 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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of engineer-in-charge Ref:- P.W.D (Bldg.), 2017 Page -42, Item NO-36 |
| 7 | 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 Ref:- P.W.D (Bldg.), 2017 Page -26, Item NO-10 |
| 8 | 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 4:1 cement mortar (a) 20 mm thick plaster Ref:- P.W.D (Bldg.), 2017 Page -189, Item NO-1 ( 3rd Corrigenda) |
| 9 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m Ref:- P.W.D (Bldg.), 2017 Page -192, Item NO-14 |
| 10 | 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 labourreqired 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 structuraltubular 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. Therates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additionalfloor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m Ref:- P.W.D (Bldg.), 2017 Page -100, Item NO-2 |
| 11 | 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 tobe supplied by contractor) (i) In Roof:-c) With 0.80 mm thick sheetRef:- P.W.D (Road.), Page -81, Item NO- 9(i) (c) |
| 12 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. 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 theEngineer-in -charge. In ground floorRef:- P.W.D (Road.), Page -105, Item NO- 16 |
| 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 etcRef:- P.W.D (Road.), Page -200, Item NO- 1(a) |
| 14 | (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) Ref:- P.W.D (Road.), Page -201, Item NO- 2(b)(iv) |
| 15 | Add 18% GST |
| 16 | Add 1% Labour cess |
