Tender For Waiting Shade Con Near Mansur Ali Pond - 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. (PWD-P-1, SL-2) 2 Cement concrete with 30mm graded shingles excluding shuttering in ground floor (a) 1:3:6 proportion (B) with NB varity (P-34,SL-22(II),PWD) 3 Ordinary cement concrete mix (1:1.5.3) with graded stone chips (20mm minimum size) excluding shuttering and reinforcement if any in ground floor as per relevant IS Code (a) River Bazree (PWD Building, SL-4, P-315) 4 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. (PWD-Sl-40, Page-43) II, Other than TATA/SAIL/RINL 5 Hire charge of shuttering with centering and necessary staging up to 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs beams and columns lintels curved straight including fitting fixing and stricking out after complition of work (up to roof of ground floor) (a) 25mm to 30 mm thick hard wooden shuttering asdicision and direction of Eng-in Charge (PWD-Sl-36, P-42)Billow PL 6 Hire charge of shuttering with centering and necessary staging up to 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs beams and columns lintels curved straight including fitting fixing and stricking out after complition of work (up to roof of ground floor) (a) 25mm to 30 mm thick hard wooden shuttering asdicision and direction of Eng-in Charge (PWD-Sl-36, P-42)Super structure 7 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.(PWD Building, P-16, SL-16) 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], 1:4, 10mm (PWD-Page-189,SL-01) 9 Neat Cement Punning Providing 1.50mm thk neat cement finish …(Sl-15, Page-192, PWD) 10 Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(Item No.- 30; Page No.- 54 of PWD Bldg. Schedule) (B) WallWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m Coloured decorative 11 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 ofEngineer-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 brandconforming to IS:814- 2004, haulage, hoisting and erection all complete. (PWD BUILDING, PAGE-100, SL-02) Thumb Rule=1.20 MT/100 m2= 12 Kg/m2 PWD(WB) 2017, 3rd CORRIGENDA of BUILDING WORKS, Page-92, Sl-13 12 Supplying, fitting & fixing circular corrugated Aluminium sheet (excluding the supporting frame work) of approved make & brand in alloy 3105 conforming to IS: 1254-1991 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. (i) In Roof:-a) With 0.65 mm thick sheet (Page-83, SL-15) 13 Applying decoretive cement based paint of approved quality after preparing the surface including scraping the same throughly (plastered or concrete surface) as per manufacturers specification. (Item no-16, Page no -172 of PWD schedule ) Two Coats 14 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 :(a) On timber or plastered surface :ii) Two coats (white in shade) 15 (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)(PWD Building Schedule Page No- 02 Item No..4) 16 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation (PWD BUILDING -Page-1, SL-3) 17 P-265, I-8.07:-Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
