Indian Oil Corporation Limited-IOCL has published Construction Of Gateway Gate No.0 As Per Standard Design For Implementation Of Concept Of Unique Visual Aura And Modern Look. Submission Date for this Tender is 30-07-2019. Civil Work Tenders in HARDWAR Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides &ramming of bottoms, lift upto 1.5m , including getting out the excavted soil &disposal of surplus excavated soil as directed within or outside the site at an unobjectionable place .( All kinds of soil) | 102 | 178.41 | CUM |
| 2 | 3 | Filling available excavated earth ( excluding in trenches , plinth , sides of foundations etc. in layer not exceeding 20cm indepth , consolidation each deposited layer by ramming and watering , within premises and lift upto 1.5m | 103 | 93.35 | CUM |
| 3 | 4 | Supplying and Local and filling within the grading zone V of line aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth , under floors etc. in layers not exceeding 20 cm depth , each deposited layer to be compacted by ramming watering and dressing complete | 104 | 9.02 | CUM |
| 4 | 5 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level :1:4:8(1 Cement :4 Coarse aSAnd :8 Graded stone aggregate of 40 mm) | 105 | 7.24 | CUM |
| 5 | 6 | Centering and shuttering including structting, propping etc. and removal of form for:Foundations , footing , bases of coloums , etc. for mass concrete | 106 | 97.6 | SQM |
| 6 | 7 | Centering and shuttering including structting, propping etc. and removal of form for:Lintels , beams plinth beams , girders bressumers and cantilevers | 105 | 20.07 | SQM |
| 7 | 8 | Centering and shuttering including structting, propping etc. and removal of form for:Coloums , Pillars , Piers < Abutments m Posts and Struts. | 106 | 152.87 | SQM |
| 8 | 9 | Supplying and Local and filling within the grading zone V of line aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth , under floors etc. in layers not exceeding 20 cm depth , each deposited layer to be compacted by ramm | 106 | 4200 | KG |
| 9 | 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cementconcrete for reinforced cement concrete wok , using cement content as per approved design mix. Including pumping of concree site of laying bytexcluding the cost of centering shuttering , finishing and reinforcement , including admixtures in recommended proportions as per IS :9103to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer in cahrge Note :-Cement content consideration in this item @330 kg/cum. Excess or less cement used as per design mix is payble or recoverable separately.: All work upto plinth level | 106 | 28.27 | CUM |
| 10 | 11 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cementconcrete for reinforced cement concrete wok , using cement content as per approved design mix. Including pumping of concree site of laying bytexcluding the cost of centering shuttering , finishing and reinforcement , including admixtures in recommended proportions as per IS :9103to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer in cahrge Note :-Cement content consideration in this item @330 kg/cum. Excess or less cement used as per design mix is payble or recoverable separately.: all work above plinth level upto floor V level | 106 | 26.68 | CUM |
| 11 | 12 | Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 in foundation and plinth in : Brick work in Cement mortar 1:6( 1 cement :6coarse sand ) IN Foundation and Plinth | 105 | 40.54 | CUM |
| 12 | 13 | Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizea in: Brick work in Cement mortar 1:6( 1 cement :6coarse sand ) insuperstructure above Plinth &Up to floor level | 106 | 34.8 | CUM |
| 13 | 14 | Structure steel work in built up sections /frames , guard abr, ladder , railings , brackets , gates and similar works including cutting, hoisting , fixing in positions & applying a priming coat of approved steeel primer etc. as required . | 106 | 3200 | KG |
| 14 | 15 | 12mm cement plaster of mix 1:4(1cement:4fine sand) | 105 | 118.15 | SQM |
| 15 | 16 | 15mm Cement plaster of mix 1:6 (1 cement :6fine sand ) on rough side of half or single brick wall | 106 | 183.45 | SQM |
| 16 | 17 | Providing and applying plaster of parus of 2 mm thickness aover plastered surface to prepare the surface even and smooth complete | 106 | 301.6 | SQM |
| 17 | 18 | finishing walls with textured exterior paint of required shade with two oe more coats applied @3.28ltr/1sqm, over and including base coat of water proofing cement paint applied @2.20kg/10sqm. | 105 | 301.6 | SQM |
| 18 | 19 | Painting with synthetic enamelpaint of approved brand and manufacture fo required colour to give an eve shade with two or more over an under coat of suitable shade with ordinary paaint of approved brand and manufacture | 106 | 43.88 | SQM |
| 19 | 20 | Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters,sills,facias,Pump Island & similar locations of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment,epoxy touch ups, including rubbing,curing moulding & polishing to edge to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm | 106 | 8.28 | SQM |
| 20 | 21 | providing edge moulding to 18mm Granite/ marble stone counters,Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge. Granite work | 106 | 13.8 | SQM |
| 21 | 22 | supply and fixing of MS Hollow section tube as required: finished with nerolac make primer | 106 | 500 | KG |
| 22 | 23 | supply and fixing of "ALSTRONG" aluminium composite panels (ACP Sheet) -3mm thk, along with supply and fixing of (40mm X 25mm or as required) thick hollow aluminium tubular section and filling of grooves with alstone 600 or equivalent 100% weatherproof sealant. | 105 | 387.17 | SQM |
| 23 | 24 | carriage of materials by mechanical transport including loading,, unloading and stacking (Lime, moorum, building rubbish-5KM) | 106 | 150 | CUM |
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