Tender For Civil Works - Special Repairs To Renovation And Remodeling The Existing Fountain And Lawn Arrangements In The Campus Of The Tamil Nadu Dr. M.G.R. Medical University, Anna Salai, Guindy, Chennai-32; 1 Removing the existing MEP (Mechanical, Electrical, Plumbing) arrangementsand supply,installation, testing and commissioing with new one for the existing fountain by carrying out following MEP Works as per standard specification and as direced by the Departmental Officers. The rate is inclusive of material, labour, transportation and scaffolding charges etc., complete . 2 Ball fountain mist effect 3 Fountain nozzle 4 Underwater light (ss rgp colour changing) 9 watts 5 Underwater light driver 6 Valve 7 10hp pump 8 Incoming cable (pump & light) 9 Installation & testing commissioning charges 10 Earth work excavation for foundation in all kinds soils in varying depths (Digging of new trenches for hedge / edge planting, digging and removal of excavated earth from site complete) 11 Supplying, mixing and spreading red earth , and manure mixture with required base 0.20m of chemical for control of pest and disease like neem cake and carbo fureden and fertilizers for root regulator like DAP urea and super phosphate and for mind the mix cost of red earth sand fertilizers and labourcharges etc., complete directed by the Departmental officers. 12 Truffing of Korean grass / mexican grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site incharge. 13 Supplying and planting Hedge plants as directed by the engineer in charge including digging holes in ordinary soils and refilling the same with excavated earth mixed with manure flooding with water and dressing removal of rubbish surplus earth if any with all leads and lifts also maintenance of plants for a period of 30 days from the date of planting work. 14 Supplying and planting Flowering plants as directed by the engineer in charge including digging holes in ordinary soils and refilling the same with excavated earth mixed with manure flooding with water and dressing removal of rubbish surplus earth if any with all leads and lifts also maintenance of plants for a period of 30 days from the date of planting work. 15 Renewing and plantingSpecial plants as directed by the engineer in charge inincluding digging holes in ordinary soils and refilling the same with excavated earth mixed with manure flooding with water and dressing removal of rubbish surplus earth if any with all leads and lifts also maintenance of plants for a period of 30 days from the date of planting work. 16 Adenium 17 Plumeria pudica 18 Providing two legged scaffolding using 48.30mm dia heavy duty M.S pipe over all height 3.00m the distance between two legs being 1.25m and the spacing of the post being 2.00m in cash rows and providing platform with country wood plants using 40mm thick silver oak and 1.00m wide in complete from with horizontal bracing @ 1.50 c/c vertical directions and with cross bracing using same 48.30mm dia including cutting threading assembly with one coat red oxide primer. Labour charges cost of special such on large plate, shoe, catcher, coupling, bolt and nutt transport charges and handling charges. The bottom of vertical post shall rost on 300 x 300 x 70mm thick, 1:2:4 concrete base as per the standard specification. The cross bracing to be assembled as per the sketch enclosed. 19 Initial height of 3m of length 20 Polishing existing marble lion statue near existing fountain at Tamil Nadu Dr. M.G.R. Medical University, by polishing with carborundum stones, oxalic acid,tin oxide, marble powderand hire charges for polishing machine and finishing neatly etc., Complete as directed by the departmental officers. The quality and colour of brass metalic paint should begot approved by the Executive Engineers before use on works. 21 Dismantling the damaged floor finish and dadooing walls in cement mortar with mosaic tiles / Glazed tiles / cuddapah slab and clearing away with carefully stacking the material useful for re-use for any thickness etc., complete complying with standard specification and as directed by the departmental officer. 22 Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface of the UGT/ OHT tank applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break >120% as per ASTM D 412, Tensile strength >1N/ mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. Followed by applying 15 mm thick dimensionally stable fibrous reinforced cementitious structural grade dual shrinkage Polymer Mortar on as protective plastering @ 29kg/m2. The material having Compressive strength of 38 MPa at 28 days as per EN 12190, Adhesive Bond Test, >1.5 Mpa as per EN 1542, followed by Water curing by sprinkling water for 3 times a day for 5- 7 days. Followed by applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having antialgae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA, having mixing Ratio (Base: Hardener: Water) – 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification. 23 Cladding the wall with waterfall Granite slab of required colour and texture for an average thickness of 18mm thick for Vertical surface over a base layer in CM 1:2 (One cementand two sand) 10mm thick and pointing with same cement mortar as directed and Agmi, Aroldite and POP paste are used for fixing the granite slab in position wherever necessary. The rate includes cost of all materials, labour charges for Chipping the masonny / RCC tothe required depth and laying the granite slab, finishing the wall faces to perfect geometry and wastage of material etc., complete as directed by the departmental officers. The quality and colour of granite slab, should begot approved by the Executive Engineers before use on works. 24 Renewing the tiles with new one of colour and design ceramic floor tile of size 8X8(200x200x6mm) thick of approved make flooring in all floors over base layer of cement mortar 1:3,(One cement and three sand) 20mm thick and laid straight alignment and pointed neatly with same colour at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specification and as directed by the departmental officers. The colour and quality of tiles should be got approved by the Executive Engineer before use on work. 25 Renewing the damaged pipes and fixing with new UPVC pipes of approved quality and best variety confirming to ISS with ISI mark, of the following size above ground level up to 4m height laid properly to alignment including cutting, threading and fixing the required PVC specials but excluding the cost of such specials and fixing to the wall with necessary TW plugs, clamps and screws dismantling making holes on the wall with drilling machine and making good the dismantled portion to theoriginal condition with necessary brick work, concrete and plastering wherever necessary with necessary scaffolding charges etc. complete. 26 25mm dia UPVC Pipe 27 32mm dia UPVC Pipe 28 Renewing and fixing new one offirst quality and approved variety of UPVCball valve with ISI mark of folloiwng sizes including cost of shellac, thread, labour charges for cutting, threading of G.I pipes etc., complete complying with standard specification for both internal and external water supply arrangements. 29 25mm dia UPVC ball valve 30 32mm dia UPVC ball valve 31 Supplying UPVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements Since the labour for cutting, threading / pasting, sundries have already been included under pipe line item of works, no separate provision for fixing PVC specials needs to be allowed 32 32 mm dia UPVC coupling 33 32 mm dia UPVC Elbow 34 32 mm dia UPVC Tee 35 25 mm dia UPVC coupling 36 25 mm dia UPVC Elbow 37 25 mm dia UPVC Tee 38 Total in Figures
