| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Dec-202 | Extension of bid submission closing date | Date | 19-12-2020 |
| 2 | 04-Dec-202 | EMD fee NIL | Fee | 19-12-2020 |
| 3 | 16-Dec-202 | Payment terms | Other | 19-12-2020 |
| Name of Work: Tender for Construction of canopy cum address board at Polymer Terminal, PPMC, IOCL, Panipat | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Tender for Construction of canopy cum address board at Polymer Terminal, PPMC, IOCL, Panipat | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Demolishing R.C.C. work manually/ by mechanical\nmeans including stacking of steel bars and disposal\nof unserviceable material within 50 metres lead as\nper direction of Engineer - in- charge. | BI01010001010000000000000515BI0100001113 | 43.74 | cum |
| 3 | 1.02 | 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. | BI01010001010000000000000515BI0100001113 | 43.74 | cum |
| 4 | 1.03 | Providing and laying in position cement concrete of specified grade. -- 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate\n40 mm nominal size).\n\n | BI01010001010000000000000515BI0100001113 | 8.64 | cum |
| 5 | 1.04 | Providing and laying in position machine batched and machine\nmixed design mix M-25 grade cement concrete for reinforced\ncement concrete work, using cement content as per approved\ndesign mix, including pumping of concrete to site of laying but\nexcluding the cost of centering, shuttering, finishing and\nreinforcement, including admixtures in recommended\nproportions as per IS: 9103 to accelerate, retard setting of\nconcrete, improve workability without impairing strength and\ndurability as per direction of Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330\nkg/cum. Excess/less cement used as per design mix is\npayable/recoverable separately) \nProviding 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 :\nAll works up to plinth level. | BI01010001010000000000000515BI0100001113 | 36.32 | cum |
| 6 | 1.05 | Steel reinforcement for R.C.C. work including straightening,\ncutting, bending, placing in position and binding all complete\nup to plinth level. -- Hot rolled deformed bars | BI01010001010000000000000515BI0100001113 | 2251.5 | KG |
| 7 | 1.06 | Structural 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 | BI01010001010000000000000515BI0100001113 | 9891.17 | kg |
| 8 | 1.07 | Centering and shuttering including strutting, propping etc. and\nremoval of form for : -- Centuring and shutering : foundation,footing,bases of column etc. | BI01010001010000000000000515BI0100001113 | 72 | sqm |
| 9 | 1.08 | Suspended floors, roofs, landings, balconies and accessLintels, beams, plinth beams, girders, bressumers and\ncantilevers. \n | BI01010001010000000000000515BI0100001113 | 81.02 | sqm |
| 10 | 1.09 | Painting with synthetic enamel paint of approved brand and\nmanufacture of required colour to give an even shade: -- Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | BI01010001010000000000000515BI0100001113 | 83.08 | sqm |
| 11 | 1.1 | 4 mm thick ACP | BI01010001010000000000000515BI0100001113 | 82 | sqm |
| 12 | 1.11 | Providing and fixing precoated galvanised iron profile sheets\n(size, shape and pitch of corrugation as approved by Engineer-\nin-charge) 0.50 mm + 0.05 %, total coated thickness with zinc\ncoating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7\nmicrons epoxy primer on both side of the sheet and polyester\ntop coat 15-18 microns. Sheet should have protective guard\nfilm of 25 microns minimum to avoid scratches while\ntransportation and should be supplied in single length up to 12\nmetre or as desired by Engineer-in-charge. The sheet shall be\nfixed using self drilling /self tapping screws of size (5.5x\n55mm) with EPDM seal, complete up to any pitch in horizontal/\nvertical or curved surfaces excluding the cost of purlins, rafters\nand trusses and including cutting to size and shape wherever\nrequired.\n | BI01010001010000000000000515BI0100001113 | 278.33 | sqm |
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