Municipal Affairs Department Tender

Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion Ref. Page -34, Item -22a), PWD SOR Vol-I w. e. f. 1.11.2017 and P-17 of 96, Item -45, 3rd CORRIGENDA & ADDENDA wef 04.06.2018

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) (f) 25 mm to 30 mm shuttering without staging in foundation Ref. Page -43, Item -36 f), PWD SOR Vol-I w. e. f. 1.11.2017

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 Ref. Page -26, Item -10 a), PWD SOR Vol-I w. e. f. 1.11.2017 3rd CORRIGENDA & ADDENDA wef 04.06.2018

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 concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/Sq.M all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm. thick Ref. Page -48, Item -6 ii), PWD SOR Vol-I w. e. f. 1.11.2017 and P-22 -23 of 96, Item -4, 3rd CORRIGENDA & ADDENDA wef 04.06.2018

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. Ref. Page -16, Item -16, PWD SOR Vol-I w. e. f. 1.11.2017 and P-3 of 96, Item -8, 3rd CORRIGENDA & ADDENDA wef 04.06.2018

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. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet Ref. Page -82, Item -14, PWD SOR Vol-I w. e. f. 1.11.2017

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. 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 Ref. Page -100, Item -1 ii), PWD SOR Vol-I w. e. f. 1.11.2017

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). Ref. Page -189, Item -1, PWD SOR Vol-I w. e. f. 1.11.2017 and P-49-50 of 96, Item -1, 3rd CORRIGENDA & ADDENDA wef 04.06.2018

M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm) Ref.Page -103, Item -8, PWD SOR Vol-I w. e. f. 1.11.2017

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. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (i) Grill weighing above 10 Kg./Sq.Mtr and up to 16 Kg./Sq.Mtr. Ref. Page -104, Item -13 (i) a), PWD SOR Vol-I w. e. f. 1.11.2017

Supplying fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc complete (excluding the cost of battens). (a) 50mm x 25mm x 2.7mm x 2.7mm. Ref. Page -139, Item -12 a), PWD SOR Vol-I w. e. f. 1.11.2017

(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. Page -200, Item -1 a), PWD SOR Vol-I w. e. f. 1.11.2017

(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 super gloss (hi-gloss) - (ii) Two coat (white in shade) Ref. Page -200, Item -2 A) b) ii) PWD SOR Vol-I w. e. f. 1.11.2017

GST 18 %

CESS 1 %