Indian Oil Corporation Limited-IOCL has published Tender For Repair And Renovation Of Data Centre At Polymer Terminal Ppmc Panipat As Mentioned In Tender Documents. Submission Date for this Tender is 24-07-2021. Building Repair Tenders in Polymer Terminal Haryana. Bidders can get complete Tender details and download the document.
| Name of Work:Tender for repair and renovation of data centre at Polymer Terminal, PPMC, Panipat | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Detailed BOQ | |||
| 2 | 1.01 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | 20 | sqm | |
| 3 | 1.02 | Dismantling old plaster or skirting raking out joints and\ncleaning the surface for plaster including disposal of rubbish to\nthe dumping ground within 50 metres lead.\n | 560 | sqm | |
| 4 | 1.03 | 12 mm cement plaster of mix :\n1:4 (1 cement: 4 fine sand) | 560 | sqm | |
| 5 | 1.04 | Extra for providing and mixing water proofing material in\ncement plaster work in proportion recommended by the\nmanufacturers.\nNote: The unit KG is to be read as each for the quantity of\nwater proofing materail consumed in a bag of cement of 50 kg.\n | 98 | KG | |
| 6 | 1.05 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 560 | sqm | |
| 7 | 1.06 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :\nWater thinnable cement primer. | 560 | sqm | |
| 8 | 1.07 | Wall painting with acrylic emulsion paint, having VOC (Volatile\nOrganic Compound ) content less than 50 grams/ litre, of\napproved brand and manufacture, including applying additional\ncoats wherever required, to achieve even shade and colour.\nTwo coats. | 560 | sqm | |
| 9 | 1.08 | Cement plaster skirting (up to 30 cm height) with cement\nmortar 1:3 (1 cement : 3 coarse sand) finished with a floating\ncoat of neat cement.\n18 mm thick. | 10 | sqm | |
| 10 | 1.09 | Grading roof for water proofing treatment with\nStructural steel work riveted, bolted or welded in built up\nsections, trusses and framed work, including cutting, hoisting,\nfixing in position and applying a priming coat of approved steel\nprimer all complete.\n | 94.2 | kg | |
| 11 | 1.1 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :\nOne or more coats on old work. | 60 | sqm | |
| 12 | 1.11 | Providing & Fixing of Chicken Wire Mesh | 48 | sqm | |
| 13 | 1.12 | Grading roof for water proofing treatment with\nCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded\nstone aggregate 20 mm nominal size)\n | 10 | cum | |
| 14 | 1.13 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :\n2 coarse sand : 4 stone aggregate 10mm and down gauge)\nincluding finishing with cement mortar 1:3 (1 cement : 3 fine\nsand) as per standard design :\nIn 75x75mm deep chase | 45 | meter | |
| 15 | 1.14 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :\n3 mm thick | 100 | sqm | |
| 16 | 1.15 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.\n(Cost of aluminium snap beading shall be paid in basic item):\nWith float glass panes of 5.50 mm thickness | 5 | sqm | |
| 17 | 1.16 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. | 50 | sqm | |
| 18 | 1.17 | Filling the gap in between aluminium frame & adjacent RCC/\nBrick/ Stone work by providing weather silicon sealant over\nbacker rod of approved quality as per architectural drawings\nand direction of Engineer-in-charge complete.\n\nup to 5mm depth and 5 mm width | 40 | meter | |
| 19 | 1.18 | Renewing glass panes, with putty and nails wherever\nnecessary including racking out the old putty:\nFloat glass panes of thickness 5.5 mm | 20 | sqm | |
| 20 | 1.19 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg., for doors, including cost of cutting floors , embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.\nWith stainless steel cover plate minimum 1.25 mm thickness. | 5 | EA | |
| 21 | 1.2 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. | 5 | EA | |
| 22 | 1.21 | GI wire netting 3/4" x 24 G | 30 | sqm | |
| 23 | 1.22 | VENETIAN BLINDS | 4 | sqm | |
| 24 | 1.23 | 1.0 mm thick decorative laminated sheet | 15 | sqm | |
| 25 | 1.24 | SUPPLY & FIXING OF PVC CASING / CAPING\nProviding and fixing following size of PVC casing and caping on surface as required. Note: Only ISI marked caping and casing shall be used.\n25 mm x 10 mm | 60 | m | |
| 26 | 1.25 | WiringforsubmainwiringwithfollowingsizesofFRLSPVCinsulated,copperconductor,singlecorecableinrecessedsteel conduit as required.Note: Only ISI marked conduits & cables shall be used.\n2 x 2.5 sqmm with 2.5 sqmm earth wire | 20 | m | |
| 27 | 1.26 | SUPPLY & FIXING OF MISC MOSAIC WIRING ACC. SUPPLY,FIXING AND CONNECTION OF 250V\n6 AMPS-1 WAY-SP-1 MODULE SWITCHES | 20 | EA | |
| 28 | 1.27 | 6/16 AMPS-3 PINS COMBINED 3 MODULE SHUTTERRED SOCKET | 14 | EA | |
| 29 | 1.28 | SUPPLY AND FIXING OF WHITE COVER PLATE WITH FRAME FORMOSAIC ACC. SUPPLY AND FIXING OF BELOW GIVEN WHITE COVER PLATE WITH FRAME FORMOSAIC WIRING ACC. \n12 MODULE ( 6 x 2) | 5 | EA | |
| 30 | 1.29 | 1 MODULE BLANKING PLATE | 8 | EA | |
| 31 | 1.3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.\nAll kinds of soil | 10 | cum | |
| 32 | 1.31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:4 (1 cement : 4 coarse sand) | 11 | cum | |
| 33 | 1.32 | Providing and laying in position cement concrete of specified\ngrade excluding the cost of centring and shuttering - All work\nup to plinth level :\n1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20\nmm nominal size)\n | 5 | cum | |
| 34 | 1.33 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\n1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone\naggregate 20 mm nominal size)\n | 6 | cum | |
| 35 | 1.34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.\nThermo-Mechanically Treated bars. | 390 | KG | |
| 36 | 1.35 | Supplying and stacking at site.\nGood earth. | 70 | cum | |
| 37 | 1.36 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 80 | cum | |
| 38 | 1.37 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineerin-Charge.\n60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. | 100 | sqm | |
| 39 | 1.38 | \nProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work25 mm nominal outer dia .Pipes. | 20 | m | |
| 40 | 1.39 | MOTOR 1 HP | 1 | EA |
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