AIC/AED/NIeT-218(3rd Call)/25-26/Gr_3

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m, (a) upto 150 mm. thick

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm

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. (payment to be made on measurement of finished quantity)

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. Using Pakur Variety stone chips

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

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 (SAIL/TATA /RINL)

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. (f) 25 mm to 30 mm shuttering without staging in foundation

(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge (upto roof of ground floor)

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 (iii) With 1:6 cement mortar, (c) 15 mm thick plaster. In Ground Floor

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

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 surance 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

Supplying, fitting & fixing single skin colour coated trapizoidal profile for wall cladding, Roof shale be made of 0.450 mm BMT ( Base Metal Thickness ) 0.50 mm TCT ( Total Coated Thickness Excluding Paint ) G550 (min 550 yield strength ) of Zincalume metallic coating (IS15965) with high sollar reflectance Index (SRI) value for better colling as per thermatech technology, 1000-1015mm effective cover width five major corrugation, 28mm high rib spaced at 203 mm C/C with subtle square fluting in the pan and the end rib shall have anti- capillary groove and return leg. The steel sheet shall be fastened with 40 micron Zinc coated or 25 micron Zinc tin alloy coated, hex head, self- drilling svrew as per IS 3566-2002 Class 3 fastener. The base steel shall be coated with Zinc alluminium alloy Zincalume (AZ150) (ie 55% Al, 43.40% Zinc, 1.60% Si) minimum of 150g/m2 coating total of both sided, pre painted with colour bond XRW (xterior roofing, Walling ) paint system of 35 micron Super Durable Polyester paint (SDP) with stable inorganic pigment with no lead contents confarming IS15965. The sheet shall be free from defects and have brand making of the manufacture giving the product details on the back side of the sheet at regular interval conforming genuinity of the material. (i) In Roof:- a) With 0.5 mm thick sheet

Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping), (B) 450 mm lapping each way, (b) With 0.60 mm sheet

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

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 of approved quality, (ii) Two coats

Sub Total

Please Enable Macros to View BoQ information