Indian Oil Corporation Limited-IOCL has published Tender For Civil Construction Package Gwalior, Mp. Submission Date for this Tender is 20-02-2023. Bio Gas Plant Tenders in gwalior Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Feb-2023 | Prebid_Corrigendum | Technical Bid | 20-02-2023 |
| 2 | 14-Feb-2023 | Corrigendum2 | Technical Bid | 20-02-2023 |
| Sl. No. | Item Description |
| 1 | EARTH WORK - EXCAVATION FILLING ETC |
| 2 | EARTH WORK EXCAVATION Earth work in excavation in all kind of soils by mechanical means (Hydraulic excavator) / manual means for all lifts including taking out and disposal of excavated earth for all leads within or outside site to unobjectionable place. In case of foundation trenches and drains, the work also includes dressing of sides and ramming of bottoms in all kind of soils for all lifts including taking out the excavated soil including providing timbering, shoring, strutting, dewatering as required & disposal of surplus excavated soil for all leads within or outside the site at an unobjectionable place . All work complete as per directions of Site Engineer / Engineer In Charge Note: (a) Payment shall be restricted to PCC lines only for building works (b) Tenderers to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer for calculation of earth volume using Simpson"s Rule in case of mass land development/ cutting works. (c) Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) for land development/ cutting works as per the instructions of the Site Incharge. |
| 3 | EXCAVATION TRENCHES Excavating trenches of required width for pipes, cables, etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including getting out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place in all kind of Soils All work complete as per directions of Site Engineer / Engineer In Charge Note: Payment shall be restricted to PCC lines only. |
| 4 | BACK FILLING EXCAVATED EARTH Filling available excavated earth in trenches, plinth, sides of foundations, embankment etc. for all leads and lifts in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density) using Ordinary Roller or Vibratory Roller as applicable of 8 to 10 ton capacity. Where compaction is not possible with Vibratory Roller then plate compactor or other meachnical means etc. may be used as per directions of Site Engineer / Engineer In Charge All work complete as per directions of Site Engineer / Engineer In Charge |
| 5 | FILLING LOCAL EARTH Supply & filling imported earth of approved quality, inplot, trenches, plinth, sides of foundations etc. for all leads and lifts in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction using Ordinary Roller or Vibratory Roller as applicable of 8 to 10 ton capacity for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density). Where compaction is not possible with Vibratory Roller then plate compactor or other meachnical means etc. may be used as per directions of Site Engineer / Engineer In Charge All work complete as per directions of Site Engineer / Engineer In Charge Note: (a) Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer. (b) Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) as per the instructions of the Site Incharge. (c) Tenderers to note that approval from IOC shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities have to be submiited for the parameters specified by IOC prior to undertaking filling in the site. (d) Item rate is inclusive of applicable Royalty for the imported earth/ Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts/ NOC to be submitted by the Contractor (f) Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted. |
| 6 | FILLING SAND Supplying and filling of Local Coarse Sand within grading zone II/III in plinth, sand pand foundation, under floors, pipeline corridors, landscaping, drain beds etc. as per approved specifications for all leads and lifts in layers not exceeding 20 cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. Item includes compaction using Ordinary Roller or Vibratory Roller as applicable of 8 to 10 ton capacity or other mechanical means for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density). All work complete as per directions of Site Engineer / Engineer In Charge Note: For Sand pad foundations only coarse sand of Zone III to be provided and Zone II is not acceptable. Each deposited layer shall be compacted by mechanical vibration and watering to achieve minimum relative density 95 %. Last layer of sand pad to be prepared in desired slope. |
| 7 | RUBBLE SOLING Providing and laying dry stone hard rubble Soling (average 230 mm thick over an area)under floor, ramps, walls, foundations, trenches etc. & for similarsituationsat plinth level / below plinth level including laying in regularlines, levels, interstices filled with smaller stones/ chips ofappropriatesize and sand consolidated with copious watering as specified & finished to the required levels etc. All work complete as per directions of Site Engineer / Engineer In Charge |
| 8 | ANTI TERMITE TREATMENT Providing and injecting chemical emulsion anti-termite treatment & creating a chemical barrier under & around column pits, wall trenches, basement excavation, top surface of plinth filling,junction of wall and floor, alongexternal perimeter of building,expansion joints, surrounding of pipes & conduits etc.@ 1 litre per hole , 300 mm apart inlcuding drilling 20 mm dia holes complete as perIS specifications (IS:6313) or confirming to manufacturer specifications, whichever is stringent. This work also includes treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration or equivalent or as per manufacturer specifications, whichever is stringent. All work complete as per directions of Site Engineer / Engineer In Charge |
| 9 | SAND PAD FOUNDATION Supplying and providing sand pad foundations for the RCC digesters (28 m dia) as per detailed specifications and drawings All work complete as per directions of Site Engineer / Engineer In Charge Note: Item to be operated from FGL of the area for a height of 1 m as per the cross sectional drawings given in the tender and specifications enclosed. For sand filling below the FGL, the same shall be measured and paid under respective item of the price bid. |
| 10 | DAMP PROOF COURSE Providing and laying damp-proof course 40mm thick with cement concrete1:2:4(1cement:2coarsesand:4gradedstone aggregate 12.5mm nominal size). Item includes mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement. Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course aftercleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil. All work complete as per directions of Site Engineer / Engineer In Charge |
| 11 | PLINTH PROTECTION Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammedandconsolidatedandgroutedwith finesandincluding finishing the top smooth. All work complete as per directions of Site Engineer / Engineer In Charge |
| 12 | SHUTTERING Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for PCC/RCC/Mass Concrete in the following items (with Props or Tubular/ MS Structure or Metallic sheets or 12 mm thk waterproof ply, with necessary bolting, screwing as applicable, applying adequate coats of oil on internal face of shuttering) as per enclosed specifications. All work complete as per directions of Site Engineer / Engineer In Charge |
| 13 | a. Foundations, footings, bases of columns, etc. |
| 14 | b. Walls (anythickness) including attached pilasters, buttress,plinth and string courses etc Note: Rate is inclusive of providing slip form or equivalent method of shuttering to be used for Digester wall or other structure |
| 15 | c. Suspended floors, roofs, landings, balconies, access platform and Shelves etc |
| 16 | d. Lintels, beams plinth beams, girders bressumers, cantilevers, stairs etc |
| 17 | e. Columns, Pillars, Piers, Abutments, Posts and Struts etc |
| 18 | PCC AND RCC WORKS Plain & Reinforced Concrete Works (PCC/RCC): Providing and laying in position, machine batched, machine mixed design mix of specific grade of cement concrete for plain/ reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate/retard setting of concrete,improve workability without impairing strength and durability as per direction of Site Engineer / Engineer In Charge. (Minimum Cement content shall be as specified for individual grade of Concrete. Less cement used as per design mix is recoverable separately). All work complete as per directions of Site Engineer / Engineer In Charge Note: (a) Batch mixing plant of capacity to be approved by Site Engineer / Engineer In Charge for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available as per required design or volumetric mix) at no extra cost to IOC & after obtaining prior approval from Site Engineer / Engineer In Charge. (b) Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength. (c) Mixing of concrete shall be with Weigh Batch mixing plant (stationary and mobile as per site requirements) of adequate capacity to be approved by Site Engineer / Engineer In Charge. Mechanical mixer can be used for placing concrete up to 5 CUM/ shift with specific approval of Site Engineer / Engineer In Charge. (d) Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough/ brush finish as per the scope of works & directions of Site Engineer / Engineer In Charge. (e) Curing of concrete inlcuding supplying & providing water & Compaction as required using needle or plate or screed vibrators as applicable and shall be part of the rates. (f) Item to be operated for all types of floors, footings, walls, beams, columns, attached pilasters, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions. (g) Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer / Engineer In Charge. (h) For RCC, Steel reinforcement shall be measured and paid under respective item of the price schedule. |
| 19 | a. M-15 grade Plain Cement Concrete (Min cement content considered @ 240 kg/cum) - Up to Plinth |
| 20 | b. M-15 grade Plain Cement Concrete (Min cement content considered @ 240 kg/cum) - Above Plinth & Up to Floor Level 5 |
| 21 | c. M-25 grade Reinforced cement concrete (Min cement content considered @ 330 kg/cum) - Up to Plinth |
| 22 | d. M-25 grade Reinforced cement concrete (Min cement content considered @ 330 kg/cum) - Above Plinth & Up to Floor Level 5 |
| 23 | e. M-30 grade Reinforced cement concrete (Min cement content considered @ 350 kg/cum) - Up to Plinth |
| 24 | f. M-30 grade Reinforced cement concrete (Min cement content considered @ 350 kg/cum) - Above Plinth & Up to Floor Level 5 |
| 25 | WEEP HOLES Providing weep holes using PVC pipe of 75 mm dia (6 kg/sqcm) at regular intervals, inlcuding providing pebbles & sand packing/mesh for draining seepage water & as per directions at site. All work complete as per directions of Site Engineer / Engineer In Charge |
| 26 | EXPANSION JOINT Providing and making expansion joint 25 mm wide including supplying & providing 25 mm thick bitumen impregnated fiber board (Shalitex of M/s.Shalimar or approved equivalent). The top 15mm of the joint shall be cleaned and filled with NITOFLOR FC 140 putty sealing compound (M/s.Fosroc/ Pidilite or equivalent) including cleaning, etc complete as per drawings and as per directions of the site engineer / Engineer In Charge. The joint & the fiber board shall be for the entire depth of the concrete wall/ slab All work complete as per directions of Site Engineer / Engineer In Charge. |
| 27 | PVC WATER STOP Providing& Placingin position suitable PVC water stops (Serrated with central bulb (225mm wide, 8-11mm thick) conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : All work complete as per directions of Site Engineer / Engineer In Charge |
| 28 | REINFORCEMENT STEEL Supply of Reinforcement for RCC including straightening, cutting, bending, placing in position & binding all complete at all levels using Thermo Mechanically Treated (TMT) Bars Fe 500 grade or above,Conforming to IS1786. All work complete as per directions of Site Engineer / Engineer In Charge Note: a. Rateincludes the cost of binding wire, laps, chairs & spacer barswhich shall not be measured for the purpose of payment. b. Reinforcement shall range from6 mm dia to 32 mm dia as per drawings. c. Rate also inlcudes providing necessary cover blocks in CM 1:2 as per required thickness & as per drawings. |
| 29 | BRICK WORK Brick Work (Rate is inclusive of curing of masonry including supplying & providing water, scaffolding as required & associated labour) All work complete as per directions of Site Engineer / Engineer In Charge |
| 30 | (a) Brick work with class designation 5.0 or above bricks in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth |
| 31 | (b) Brick work with class designation 5.0 or above bricks in cement mortar 1:4 (1 cement : 4 coarse sand) in superstructureabove plinth and up to Floor V Level |
| 32 | PLASTERING Plastering & Finishing - Providing and laying cement plaster on surfaces with fine sand including curing etc. All work complete as per directions of Site Engineer / Engineer In Charge Note: a. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour. Providing and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including curing, scaffolding etc. |
| 33 | a. 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 34 | b. 20 mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 35 | c. 6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) |
| 36 | CHICKEN WIRE MESH Providing and fixing 150 mm wide Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction. All work complete as per directions of Site Engineer / Engineer In Charge |
| 37 | PAINTING Painting & Finishing (including Scaffolding & Curing) All work complete as per directions of Site Engineer / Engineer In Charge Note: All rates are inclusive of executing in a required pattern to be approved by Site Engineer / Engineer In Charge & all colour shades to be used as part of the pattern. |
| 38 | a. White washing with three or more coats of lime to give an even shade |
| 39 | b. Distempering with 1st quality acrylic washable distemper (ready mixed) having VOC content less than 50gm/ltr of approved manufacturer, of required shade and colour complete as per manufacturer"s specification with 2 or more coats including application of compatible primer of approved make |
| 40 | c. Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 41 | d. Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 42 | e. Lettering with paint of approved colour and brand. All work complete as per directions of Site Engineer / Engineer In Charge |
| 43 | f. Engraving letters in hard / granite/ Kota stone including colouring the letters in gold or any other approved colour as required. All work complete as per directions of Site Engineer / Engineer In Charge |
| 44 | FLOORING AND FINISHING All work complete as per directions of Site Engineer / Engineer In Charge Note: a. Payment shall be made on finished floor area/ dado/ skirting & finishing only. No extra payment shall be made towards additional thickness of bedding to match level of adjoining floors. b. Flooring shall be laid including patterns/ all colours to be provided during execution of works & as such cost quoted to include the same. c. Sample of Granite/Kota stones, Tiles, flooring sheets, wooden panel floors etc shall be approved by Site Engineer before ordering & delivering to site. d. Job includes supplying & providing water for curing as applicable. |
| 45 | CERAMIC GLAZED TILES - WALL Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Site Engineer / Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointinginwhite cementmixed withpigment ofmatchingshade. |
| 46 | CERAMIC GLAZED TILES - FLOOR Providing & laying Ceramic Glazed floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry@ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc. complete. |
| 47 | VITRIFIED FLOOR TILES Providing & laying 60x60Cm vitrified floor tile in cement mortar 1:4 (thickness as per manufacturer) with water absorption"s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified. |
| 48 | CEMENT CONCRETE FLOORING Providing 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix :2gradedstoneaggregate6mmnominalsize)byvolume, hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, 2mm thick PVC strip at desired spacing, cost of nosing in steps Complete. Note: Item rate includes supplying and providing skin reinforcement in weld mesh 3 mm dia, 50 mm x 50 mm square to be provided in 40 mm thick CC floor along with necessary PVC or Glass strips of adequate depth and thickness for expansion joins including sealing them with approved sealing epoxy/ resin based compound etc complete. |
| 49 | CLAY TILES Providing & laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mmthick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete |
| 50 | FALSE FLOORING Providing and fixing removable raised/false access flooring with system and its components of approved make for 450 mm Finished Floor Height (FFH) (Plenum height ) with possible height adjustment up to 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I.Pedestal etc. all complete, as per the architectural drawings,as specified and as directed by Site Engineer/ Engineer-incharge consisting of : a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mmx100mmx3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment up to 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug. b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones.The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip non-combustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology up to 1mm thickness for superior adhesion and Surface flatness within 0.75mm. The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Site Engineer/ Engineer-incharge. Note: All specification must be printed on the side of the panel to ensure the quality of the product |
| 51 | RUBBER MAT Providing Shock/Sound/Fire proof/ Anti-slip/ Hard wearing/floor made of Rubber (recycled SBR) mat of approved make & nominal thickness 20 mm over Structural flooring in Control Room area including laying, jointing with adhesives, finsihing etc complete & as per the directions of the Site Engineer / Engineer In Charge |
| 52 | ACID / ALKALI TILES Providing and fixing with 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Site Engineer / Engineer In Charge. All work complete as per directions of Site Engineer / Engineer In Charge |
| 53 | a. FOOR TILE - Flooring Tiles with size up to 60 x 60 CM in 10 mm thick cement mortar 1:4 |
| 54 | b. DADO/SKIRTING - Skirting/ Dado Tiles with size up to 60 x 60 CM in 12 mm thick cement mortar 1:4 |
| 55 | CHEQUERED PRECAST CEMENT CONCRETE TILES Chequered precast cement concrete tiles 22 mm thick in walkway slab, footpath, courtyard & any other place as per drawings & instruction of Site Engineer jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). TILES OF DARK SHADE USING ORDINARY CEMENT All work complete as per directions of Site Engineer / Engineer In Charge |
| 56 | WATER PROOFING WORKS All work complete as per directions of Site Engineer / Engineer In Charge |
| 57 | APP Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/ltr and viscosity 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 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto - 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 : 3mm thick |
| 58 | GOLA Providinggola75x75mmin cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cementmortar 1:3 (1 cement: 3 fine sand) as per standard design by chasing 75x75mm deep. |
| 59 | KHURRAS Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregateof 20 mm nominal size )overtheP.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. |
| 60 | WATER PROOFING IN WATER CLOSET AND BATHROOM Providing & laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment & sealing ofall joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 61 | INTERNAL ELECTRICAL CONDUITING & SWITCH BOARD WORKS Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved makes including flush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer"s specification and direction of Site Engineer / Engineer In-charge. All work complete as per directions of Site Engineer / Engineer In Charge |
| 62 | a. S/F modular switch frame with 1or 2 module frame, as per specifications and direction of Engineer in Charge. |
| 63 | b. S/F modular switch frame with 3 module frame, as per specifications and direction of Engineer in Charge. |
| 64 | c. S/F modular switch frame with 4 module frame, as per specifications and direction of Engineer in Charge. |
| 65 | d. S/F modular switch frame with 6 module frame, as per specifications and direction of Engineer in Charge. |
| 66 | e. S/F modular switch frame with 8 module frame, as per specifications and direction of Engineer in Charge. |
| 67 | f. S/F modular switch frame with 12 module frame, as per specifications and direction of Engineer in Charge. |
| 68 | g. S/F modular switch frame with 6A Modular Switch, as per specifications and direction of Engineer in Charge. |
| 69 | h. S/F modular switch frame with 15 A Modular switch, as per specifications and direction of Engineer in Charge. |
| 70 | i. S/F modular switch frame with 6A, 3 Pin Modular Socket, as per specifications and direction of Engineer in Charge. |
| 71 | j. S/F modular switch frame with 15 A6 Pin Modular socket, as per specifications and direction of Engineer in Charge. |
| 72 | k. S/F modular switch frame with 2 Pin Telephone Modular Socket, as per specifications and direction of Engineer in Charge. |
| 73 | l. S/F modular switch frame with Fan Regulator of stepped modular type, as per specifications and direction of Engineer in Charge. |
| 74 | m. S/F modular switch frame with Modular type TV/cable sockets. , as per specifications and direction of Engineer in Charge |
| 75 | n. Supply and laying of approved make using 25 mm dia PVC conduit as per directions of Site In-Charge |
| 76 | o. Supply & fixing of weatherproof125 mm dia junction box (4 way entry) of BALIGA/CEAG-FCG/FLEXPRO/FEPL makeincluding clamping arrangement, all complete as per specification & direction of Engineer In-charge. |
| 77 | p. Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion ofloop, all as per standard design complete. All work complete as per directions of Site Engineer / Engineer In Charge |
| 78 | SANITARY/ PLUMBING/ DRAINAGE |
| 79 | EUROPEAN WATER CLOSET Providing and fixingwhite vitreous china pedestal type water closet (European type) ISI marked, with white solid plastic seat and lid , 10 litre low level white vitreous china flushing cistern & C.P.flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required. All work complete as per directions of Site Engineer / Engineer In Charge Note: a.This item includes all necessary fittings, fixtures, clamps, valves, piping, tubings and other accessories required for complete installation and use. b. Brand type - Hindware or equivalent approved make and of shade as approved and as per directions of Site Engineer/ Engineer in Charge |
| 80 | INDIAN TYPE WC PAN Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C.flushing cistern including flush pipewith manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required -White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. All work complete as per directions of Site Engineer / Engineer In Charge Note: a.This item includes all necessary fittings, fixtures, clamps, valves, piping, tubings and other accessories required for complete installation and use. b. Brand type- Hindware or equivalent approved make and of shade as approved and as per directions of Site Engineer/ Engineer in Charge |
| 81 | HEALTH FAUCET Supply& fixing,testing and commissioning of Handshower (Health Faucet) [M/s JAL - Duke model Cat No: 9215 or approved equivalent] including necessary flexible SS tube & wall bracket (M/s. JAL Duke model Cat no: 481 or approved equivalent) etc complete in all respects. All work complete as per directions of Site Engineer / Engineer In Charge |
| 82 | WASH BASIN Supply fixing,testing and commissioning of vitreous china/stone under counter round wash basin (M/s. Hindware - round under counter, Cat No: 10065, IVORY COLOUR or approved equivalent) with Chrome-plated cap for overflow hole CP brass waste assembly (M/s. JAL Make Cat No: 1052 or approved equivalent), CP brass bottle trap with extension piece (M/s. JAL Make Elegant model 32 mm Cat No: 1861 or approved equivalent), wall flanges and rubber adapters for waste connection, fixing in granite platform.; Supply & fixing of pressmatic taps (pillar cock auto shut pillar tap) [Ms. JAL Make Cat No: 76210 or approved equivalent] and making good the walls floors wherever required complete. All work complete as per directions of Site Engineer / Engineer In Charge |
| 83 | URINAL Providing and fixing white vitreous china flat back single half stall urinal with 5 litre P.V.C. automatic flushing cistern of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required All work complete as per directions of Site Engineer / Engineer In Charge Note: a.This item includes all necessry fittings, fixtures, clamps, valves, piping, tubings and other accessories required for complete installation and use. b. Brand type- Hindware or equivalent approved make and of shade as approved and as per directions of Site Engineer/ Engineer in Charge |
| 84 | BIB COCK Providing and fixing 15 mm nominal bore brass bib cock of approved quality. All work complete as per directions of Site Engineer / Engineer In Charge Note: a.This item includes all necessry fittings, fixtures, clamps, valves, piping, tubings and other accessories required for complete installation and use. b. Brand type- Hindware or equivalent approved make and of shade as approved and as per directions of Site Engineer/ Engineer in Charge |
| 85 | SOAP DISPENSER Supply,fixing,testing and commissioning of fully hygienic liquid soap dispenser with metallic bottle including providing necessary bracket for fixing as required including cutting & making good the wall etc complete. All work complete as per directions of Site Engineer / Engineer In Charge Note: a.This item includes all necessry fittings, fixtures, clamps, valves, piping, tubings and other accessories required for complete installation and use. b. Brand type- Hindware or equivalent approved make and of shade as approved and as per directions of Site Engineer/ Engineer in Charge |
| 86 | TOILET PAPER Supply& fixing of SS toilet paper holder of approved make ,including cutting and making good the walls whereverrequired etc complete. All work complete as per directions of Site Engineer / Engineer In Charge Note: a.This item includes all necessry fittings, fixtures, clamps, valves, piping, tubings and other accessories required for complete installation and use. b. Brand type- Approved make as per directions of Site Engineer/ Engineer in Charge |
| 87 | TOWEL RACK Providing & fixing CP Brass towel rack 600 mm longincluding making good the walls etc complete. All work complete as per directions of Site Engineer / Engineer In Charge Note: a.This item includes all necessry fittings, fixtures, clamps, valves, piping, tubings and other accessories required for complete installation and use. b. Brand type-Approved make as per directions of Site Engineer/ Engineer in Charge |
| 88 | SS ROBE HOOKS Supplying and fixing Robe Hooks for the WC areas. All work complete as per directions of Site Engineer / Engineer In Charge |
| 89 | MIRROR Providing & fixing Rectangular shape (453x357mm) mirror of superior glass (of approved quality) & of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing. All work complete as per directions of Site Engineer / Engineer In Charge |
| 90 | SINK Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink with drain board 510x1040mm bowl depth 250mm as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required. All work complete as per directions of Site Engineer / Engineer In Charge |
| 91 | WASTE PIPE Providing & fixingFlexible P.V.C. waste pipe of 40 mm dia for sink or wash basin including P.V.C. waste fittings complete. All work complete as per directions of Site Engineer / Engineer In Charge |
| 92 | CPVC PIPE - EXPOSED ON WALLS Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing or closer as required. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Site engineer/ Engineer in Charge. Internal work - Exposed on wall All work complete as per directions of Site Engineer / Engineer In Charge |
| 93 | a. 20 mm nominal outer dia .Pipes. |
| 94 | b. 25 mm nominal outer dia .Pipes. |
| 95 | c. 32 mm nominal outer dia .Pipes. |
| 96 | d. 40 mm nominal outer dia .Pipes. |
| 97 | CPVC PIPE - CONCEALED Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing or closer as required. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. All work complete as per directions of Site Engineer / Engineer In Charge |
| 98 | a. 15 mm nominal outer dia .Pipes. |
| 99 | b. 20 mm nominal outer dia .Pipes. |
| 100 | c. 25 mm nominal outer dia .Pipes. |
| 101 | d. 32 mm nominal outer dia .Pipes. |
| 102 | GATE VALVE Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end). All work complete as per directions of Site Engineer / Engineer In Charge |
| 103 | a. 25 mm nominal bore |
| 104 | b. 32 mm nominal bore. |
| 105 | c. 40 mm nominal bore |
| 106 | GI PIPE Supply, fabrication, laying and testing of GI black, welded, heavy class pipes (Class C) conforming to IS 1239 and as per IOCL specifications including pipeline fittings like bends, tee etc as required and as directed with all fittings like bends, tee etc. All work complete as per directions of Site Engineer / Engineer In Charge |
| 107 | a. 100mm dia |
| 108 | b. 80mm dia |
| 109 | INSPECTION CHAMBER Constructing brick masonry chamber for underground C.I. inspection chamberandbendswith50classdesignationbricksincement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600 x 850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. All work complete as per directions of Site Engineer / Engineer In Charge |
| 110 | SOAK PIT Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 All work complete as per directions of Site Engineer / Engineer In Charge |
| 111 | MANHOLE COVER Supplying and fixing 560 mm diameter C.I. cover (heavy duty)without frame for manholes. The weight of the cover to be not less than 108 kg. All work complete as per directions of Site Engineer / Engineer In Charge |
| 112 | FURNITURE ITEMS Supplying, Fixing and Installation of the following office furniture of M/s Godrej. In case a specific model is discontinued or not available with Godrej, equiavlent model as approved by Site Engineer/ EIC shall be provided at no extra cost to IOCL. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 113 | TABLE - CONFERENCE ROOM 8 Seater Flat Top Conference table ofModel Conclave-(Width:2400 mm, Depth:1200mm, Height:750 mm) |
| 114 | OFFICE DESK Office table of Model Enterprise-(Width:1650 mm, Depth:900mm, Height:728 mm) |
| 115 | EXECUTIVE OFFICE DESK Office Table of Model Ascent Desk With ERU(Width :2100 , Height :765, Depth: 727) |
| 116 | CHAIR - CONFERENCE ROOM Office Chairs of Model- Aero (Width: 761 x Height: 980-1080mm Depth: 761) |
| 117 | EXECUTIVE OFFICE CHAIR Executive Office chair of model Sedna Very high Back |
| 118 | OFFICE CHAIRS Office Chairs of Model Beat(Fabric type): Dimensions (Width 750,Height: 1016-1186 mm, Depth: 750mm) |
| 119 | COFFEE TABLE Coffee Table of Model - Acura Pro(Width: 1000 mm; Depth: 600 mm; Height: 428 mm) |
| 120 | STOREWELL Storage of model 2 Door Glass Door Storwel of (Width:916 mm ,Height:1980mm ,Depth: 486 mm) |
| 121 | SOFA - TWO SEATER Sofa 2 seater of model Pisa (fabric type) |
| 122 | RO WATER UNIT Supply, installation & commissioning wall mounted Reverse Osmosis (RO) unit of Kent or any other approved make/ brand capacity 15 Litre/HR with maximum duty of 75 litres per day, 8 to 9 Litre storage capacity with level indicator with filter catridges for sediment, carbon block, UF post carbon filter, auto flushing type, appropriate type & capacity of RO membrane. Commissiooning to inlcude all necessary tubings, control valves & any other accessories required. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 123 | DOORS/ WINDOWS/ VENTILATORS/ PARTITIONS/ ROLLING SHUTTERS / GRILLS / GATES / STRUCTURAL STEEL / ROOF SHEETING/ SS HAND RAILING WORKS / TANK MANHOLE COVER/ SHELL NOZZLES ETC All work complete as per directions of Site Engineer / Engineer In Charge. Note: a. All Aluminium sections to be used shall be out of Magnesium Silicon Alloy with matt finish & with anodised film of approved colour of thickness not less than 15 microns. b. Aluminium doors and windows shall be fixed on granite/ marble framework. The items shall also include providing and filling approved silicon sealant as required to ensure water tightness, protection of installed items. Sand finsih for sections of glazing to be provided at no extra cost to IOC as per directions of Site Engineer / Engineer In Charge. c. No extra payment will be made towards wastage. |
| 124 | PRELAMINATED PARTICLE BOARD Providing and fixing 12mm thick prelaminated particle board with decorative lamination on both sides, flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc.complete as per directions of Site Engineer / Engineer in charge. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 125 | ALUMINIUM DOORS WINDOWS ETC Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Site Engineer / Engineer-in-charge. (Cost of glazing or panels to be paid for separately) All work complete as per directions of Site Engineer / Engineer In Charge |
| 126 | (a) For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 127 | (b) For shutters of doors, windows & ventilators with Polyester Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 128 | GLASS GLAZE Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm) with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of site engineer / engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) All work complete as per directions of Site Engineer / Engineer In Charge. |
| 129 | FLOOR SPRING Providing and fixing double action hydraulic floor spring with stainless steel cover plate minimum 1.25 mm thickness, of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 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 Site Engineer / Engineer-in-charge. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 130 | DOOR HANDLE - TUBULAR Providing and fixing aluminium tubular handle bar, powder coated with minimum 50 micron aluminium thickness and 32 mm outer dia, 3.0 mm thick & 2100 mm long, with SS screws etc. complete as per direction of Site Engineer / Engineer-in-Charge. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 131 | DOOR HANDLE - ROUND Providing and fixing aluminium round shape handle, powder coated with minimum 50 micron aluminium thickness and outer dia 100mm with SS screws etc. complete as per direction of Site Engineer / Engineer-in-Charge. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 132 | DOOR FRAME FIRE RESISTANT Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc.complete as per direction of Site Engineer/Engineer-in-charge (Dash fastener to be paid for separately). All work complete as per directions of Site Engineer / Engineer In Charge. |
| 133 | DOOR SHUTTERS - GLAZED FIRE RESISTANT Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Site Engineer/Engineer-in-charge (panneling to be paid for separately). All work complete as per directions of Site Engineer / Engineer In Charge. |
| 134 | GLAZE Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc. with with clear fire resistant glass panes 6mm thick of approved brand, having minimum 60 minutes fire resistance, G.I. beadingof appropriate size made out of 20mm G.I. sheet (zinc coating not less than 120gm/sqm), fire resistant sealant, including applying a coat off fire resistant primer on G.I. beading etc., complete in all respect as per direction of Site Engineer/Engineer-in-charge All work complete as per directions of Site Engineer / Engineer In Charge. |
| 135 | DOUBLE POINT LATCH / PANIC BAR Providing/Supplying and fixing panic bar/ latch (double point) fitted with a single body, Trim Latch and Lock on back side of Panick Latch of approved brand having minimum 60 minutes fire resistance. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 136 | STRUCTURAL STEEL WORKS - ROLLED, BUILT UP & ALL SECTIONS Structural steel including supplying, providing, fabrication work in all sections such as standard rolled sections, built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates, MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars, providing & fixing M.S. Tube (IS 1239 Heavy grade) hand rail of approved size, welding etc. to steel ladder railing,balcony railing & staircase railing and similar worksetc and similar works including cutting,hoisting,fixing in position, including surface prepartion by shot/grit/copper slag blasting to Swedish StandardSA 2½ for painting & applying Primer coat: Red Oxide Zinc Phosphate Primer (P3), DFT 60-70 µm (2 coats of 30-35 µm); Finish coat: Synthetic Enamel Paint (F6), DFT 40-50 µm (2 coats of 20-25 µm);Total DFT shall be minimum 100 µm. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 137 | STRUCTURAL STEEL WORKS - Pre-Engineered Building Preparation of fabrication drawings, bill of materials, getting approval from consultant/Client, including supply and factory fabrication of Pre-engineered steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts,roof purlins, side runners,sag angles, sag rods, chequered plates, stair cases, ladder, Anchor bolts (anchor bolts supply by Pre Engineered Beam vendor and fixing shall be carried out by civil contractor) etc and all other structural items as required. This includes surface prepartion by shot/grit/copper slag blasting to Swedish StandardSA 2½ for painting, supply and application of Painting for structural members as per specifications (Primer coat: Red Oxide Zinc Phosphate Primer (P3), DFT 60-70 µm (2 coats of 30-35 µm); Finish coat: Synthetic Enamel Paint (F6), DFT 40-50 µm (2 coats of 20-25 µm); Total DFT shall be minimum 100 µm) at site of approved colour, including loading, transportation, unloading, delivery at erection site, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting/welding of all structures true to line, level, plumb and dimension. The work shall be completed in all respect as per drawings, technical specification and direction of the Site Engineer / Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings & actual measurement done at site) All work complete as per directions of Site Engineer / Engineer In Charge. |
| 138 | MS CHEQUERED PLATE Structural steel work in 6 mm thick chequered plate including cutting, hoisting, fixing in position and including mechanical cleaning of the structures & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction. Note: Quantity of stiffener angle in the under surface of chquered plate shall be paid separately under MS structural steel work item All work complete as per directions of Site Engineer / Engineer In Charge. |
| 139 | GALVALUME STEEL Providing and fixing Klippon Galvalume steel profile sheets for following items (size, shape and pitch of corrugation as approved by Site Engineer / Engineer In Charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as approved by Site Engineer / Engineer In Charge All work complete as per directions of Site Engineer / Engineer In Charge. |
| 140 | (a) Profile Sheet for roofing |
| 141 | (b) Plain Sheet for Ridges (500 - 600mm) |
| 142 | (c) Plain sheet for Flashings/ Aprons (Upto 600 mm) |
| 143 | (d) Plain Sheet for Gutter (600 mm over all girth) |
| 144 | RAIN WATER PIPE Providing and fixing on wall face unplasticised Rigid PVC soil/ waste water pipes conforming to IS:13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes inlcuding all bends & specials. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 145 | a. 75 mm diameter |
| 146 | b. 110 mm diameter |
| 147 | c. 160 mm diameter |
| 148 | RCC PIPE Providing and laying non-pressure NP3 class 600 mm dia. R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete: Medium Duty, Laying Mechanically/manual. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 149 | PVC RUNGS Supply and installation of PVC Rungs (265x165x25 mm) in Pits, Raw water tank, etc. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 150 | ROLLING SHUTTER Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length, jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover. The work item also includes providing mechanical device chain and crank operation for operating rolling shutters for all area and providing and fixing ball bearing for rolling shutters as required and directed by Site Engineer / Engineer In Charge. Part area of the shutter shall also be provided with grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Site Engineer / Engineer In Charge. The item rate is applicable only for the area of the grill in the total shutter. All work complete as per directions of Site Engineer / Engineer In Charge |
| 151 | SKY LIGHT Supply, providing, fixing of Sky light panels made of minimum 2 mm thick corrugated Poly carbonate sheet to withstand over 235 lbs./in. of impact within a temperature range of - 40°F to 240°F, transmitting visible light - up to 91%, opaque to ultraviolet light at wavelengths below 385 nanometers to match the profile of roofing sheet.All work complete as per directions of Site Engineer / Engineer In Charge |
| 152 | TURBO AIR VENTILATOR Supplying, providing, fixing Self contained Aluminum based 24” dia TURBO AIR VENTILATOR, with Throat size of 24”, Ventilator Dia:31”, Number of Fins: 42 or more with steel/ aluminium shaft, ball bearing, Base made of FRP Hood with profile matching to roof sheet & with profile length of 6ft. All work complete as per directions of Site Engineer / Engineer In Charge |
| 153 | FENDER Supply, providing, fixing of Rubber fenders using minimum 300 mm wide & 50 mm thick high quality hard wearing UV resistant, suitable for heavy impact SBR rubber with drilled holes @ every 1 m c/c minimum for loading/ unloading platform of Warehouse with necessary studs, fasteners on to the nosing channel/ angle. All work complete as per directions of Site Engineer / Engineer In Charge |
| 154 | SHELL NOZZLE Supplying and installing nozzles of required size in the digesters with ASTM A 106 Sch 80 pipes, WNRF Flanges(ASTM A 105) including cutting, dismantling and welding as per directions of the EIC All work complete as per directions of Site Engineer / Engineer In Charge |
| 155 | a. 300 mm |
| 156 | b. 250 mm |
| 157 | c. 200 mm |
| 158 | d. 150 mm |
| 159 | e. 100 mm |
| 160 | f. 80 mm |
| 161 | g. 50 mm |
| 162 | h. 25 mm |
| 163 | DAVIT TYPE MANHOLE COVER Supply and installation of Davit type Manhole covers of 750 mm dia for Digesters as per drawings and specifications |
| 164 | ROAD WORKS |
| 165 | SUBGRADE 225 MM Preparation and consolidation of sub grade with power road roller or vibrator roller of 8 to 12 tonne capacity or plate compactor after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises. All work complete as per directions of Site Engineer / Engineer In Charge. |
| 166 | SUBBASE 225 MM Providing 225 mm thick (compacted thickness) granular sub-base with close graded material conforming to grade-I (size 75 mm to .075 mm) having CBR value- 30 or more, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and roller to achieve the desired density, complete as per specification compacting with vibratory power roller 8 to 10 ton capacity. All work complete as per directions of Site Engineer / Engineer In Charge |
| 167 | WET MIX MACADAM Providing Wet Mix Macadam (WMM) - Providing following thick layer (compacted thickness) of WMM including laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with Vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications. All work complete as per directions of Site Engineer / Engineer In Charge |
| 168 | (a) 75 mm thick (Compacted thickness) WMM |
| 169 | (b) 100 mm thick (Compacted thickness) WMM |
| 170 | RCC ROADS Providing & laying design mix cement concrete of M-30 grade using automatic batching plant, machine batched, machine mixed (or RMC plant at no extra cost to IOCL) including transportation to site in transit mixer for roads driveways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as/approved & specified design criteria,providing dowel bars with sleeve/ tie bars wherever reqd,laying at site,spreading & compacting,mechanically by screed board vibrators, vacuum dewatering process, including providing and mixing hardening compound of approved quality as per manufacturer"s specification in cement concrete and finally finished by floting,brooming with wire brush including steel form work with sturdy MS.channel sections, curing making provision for contraction/expansion,construction and longitudinal joints (10 mm wide x 50 mm deep ) by groove cutting machine, providing and filling joints with approved joint filler and sealants. (Dowel & tie bars to be paid separately under reinforcement) Note:- a. Cement content considered in M-30 is @ Min 340 kg/cum. Excess / less cement used as / design mix is payable/ recoverable separately. b. Batch mixing plant of capacity to be approved by Site Engineer for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Site Engineer/Engineer In-Charge. c.Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer / Engineer In Charge. All work complete as per directions of Site Engineer / Engineer In Charge |
| 171 | JOINT FILLER Providing and fixing in position 20 mm thk premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20 mm, covered with sealant as per drawings and technical specifications All work complete as per directions of Site Engineer / Engineer In Charge |
| 172 | JOINT SEALANT Providing and filling joint sealing compound as per drwaings and technical specs with coarse sand and 6% bitumen by weight All work complete as per directions of Site Engineer / Engineer In Charge |
| 173 | PAVER BLOCK Providing & laying 80mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade (Grey or Coloured paver blocks)made by block making machine with strong vibratory compaction & of approved size and design/ shape shade and manufacturers and as per IOCL"s specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50 mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, provision of edge restraints,cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, including providing necessary concreting for edge restraint in case of open areas. Note: Herringborne pattern to be used for laying & rate is inclusive of the same. All work complete as per directions of Site Engineer / Engineer In Charge |
| 174 | KERB STONE Providing and laying Kerb Stone of M-25 grade cement and size: 300 mm (L) x 450 mm (B) x 150 mm (H) with chamfered edge, as per drawing, at or near ground level factory madein position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Site Engineer / Engineer In Charge (length of finished kerb edging shall be measured for payment) All work complete as per directions of Site Engineer / Engineer In Charge |
| 175 | ROAD STRIPS Providing & applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispensor, propane tank heater & profile shoe heater driven by experienced operator on road surface (Bitumen/ RCC) inlcuding cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil grease & foreign materials etc complete as per the directions of Site Engineer / Engineer In Charge & in accordance with applicable specifications All work complete as per directions of Site Engineer / Engineer In Charge |
| 176 | POST DELINEATORS Providing & fixing post delineators made of ABS round body fitted with 2 nos of 100 mm dia high reflective reflectors& mounted on MS pipe (IS 1239 Medium Grade) of 65 mm dia duly powder coated anti rust & anti theft steel to be installed as per the directions of the Site Engineer / Engineer In Charge. All work complete as per directions of Site Engineer / Engineer In Charge |
| 177 | GLOW STUD Providing & fixing Glow Studs of size 100 mm x 20 mm made of heavy duty body, moulded Acrylic Styrene Acryloretrite (ASA) or High Impact Polystyrene (PIS) having electronically welded micro-prismatic lens with abrasion resistant coating. The glow stude shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 (+/- 5 degree) to the base. The reflective panels on both sides with atleast at least 12 cm of reflective area up each side. The luminance intensity should be as per the specifications & shall be tested as described in ASTM I: 809 as recommended in BS 873 part 4: 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete. All work complete as per directions of Site Engineer / Engineer In Charge |
| 178 | RETRO REFLECTIVE SIGNAGE BOARD Providing & fixing retro reflective signage boards made up of 2 mm thick Aluminium sheet, face to be fully covered with high density & encapsualted lens type heat activated retro reflective sheeting confirming to type III of ASTM D 4965-01 with colour/shade of background along with size of letters as approved by the Site Engineer with high intesnity grade, pasted on substrate by pressure sensitive adhesive backign which shall be activated by applying pressure conforming to Class II of ASTM D 4965-01 & fixing the same to the plate of structural frame work by means of aluminium alloys, rivets/ nuts/ bolts @ 300 mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures inlcuding the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet inlcuding appropriate primer coat. The rate is inclusive of the cost of rounding of corners (if any), fixing/ erection of the boards in the MS structural framework in position at all level etc complete & as per the directions of Site Engineer / Engineer In Charge All work complete as per directions of Site Engineer / Engineer In Charge Note: a. Payment for MS structural frame works & civil works for installtion shall be paid under respective items. b. Payment shall be restricted to the measured area of the sheet only. |
| 179 | GI CHAIN LINK FENCING Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 mm x 50 mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Site Engineer / Engineer In Charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC etc shall be paid separately under respective items) All work complete as per directions of Site Engineer / Engineer In Charge |
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