AIC/AED/NIeT-164/26-27

Taking out carefully Ranigurige pattern tiles from roof stacking seviceable tiles at site and removing rubbish as directed within a lead of 75m.

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed (a) Denth of excavation not exceedjon 1.500 mm 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, balling out water as required complete. (a) Depth of excavation not exceeding 1500mm.

(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 (B) Do-

Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

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 a) In 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 or roughening of concrete surface, including throating nosing and drip course where necessary (ground floor) (1) With 1.6 cement mortar a) 15 mm thick plaster, Out side wall

ii) With 1:6 cement mortar (a) 20 mm thick plaster, Inside Plaster

Artificial stone in floor, dado, staircase etc with cement concrete (1:2.4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of coricrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour (i) 25mm thick

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 wather etc complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work) a) With 0.5 mm thick sheet

MS. 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 a...... 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