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| 1 | Hiring Structural Consultant:The scope includes the structural design, detailing, and drawings for a Mild Steel (MS) roof shed to cover the DG sets and transformers installed in the RRS Building premises. The shed shall be designed to protect equipment from rain, wind, sun exposure, and corrosion while ensuring adequate ventilation and accessibility for maintenance Deliverables from Structural Consultant required are GA drawings & detailed fabrication drawings,Structural design calculations,Load calculation sheets,Foundation drawings, stability certification after erection |
| 2 | Providing and fixing precoated galvanised iron profile sheets (size, shape and corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, of total complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 3 | Ridges plain (500 - 600mm) |
| 4 | structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete two coat of enamal Paint . |
| 5 | RCC:1:1.5:3 (1 Cement: 1.5 coarse sand (zone-lll) including manufactured sand derived Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%). |
| 6 | Supplying, drilling / cleaning hole and fixing of chemical anchor fastners of 16mm dia embedded upto 150 mm in concrete for fixing of base plate as per the directions of Engineeer Incharge including all the required preparing surface by demolishing water proofing, RCC surface if any . |
| 7 | REINFORCEMENT: Reinforcement for reinforced cement concrete at all floors and levels including supplying cutting bending fixing and binding in position with 1.6mm dia soft drawn annealed binding wire including cost of binding wire labour etc. complete all as per specifications and as directed by the Engineer-in-Charge. (laps will not be measured). With high yield strength deformed bars (TMT bars) & MS round bars |
| 8 | Columns, Pillars, Piers, Abutments, Posts and StrutsFORM WORK Centring and shuttering including strutting, propping etc. and removal of form for: removal of form for: |
| 9 | Depth up to 1.5mExcavation in foundation / trenches / pits drains etc. in all soils upto a required depth No.t exceeding 1.5 mtrs. Including shoring and dewatering if necessary and refilling around foundation plinth and drain line with selected excavation earth in layers Not exceeding 250mm consolidating and disposing surplus earth out of hospital premises complete all as directed by the Engineer-in-Charge. |
| 10 | 225mm thick Providing & laying rubble stone soling using spotless stones below floors roads/pavements etc. mechanically / manually consolidated thickness as specified below with stones vertically handset interstices packed with smaller stone chips, binding with murrum & sprinkling water for proper consolidating and finishing to required levels in quantities as and when required etc. complete all as directed by the Engineer-in-Charge. |
| 11 | PCC M10Providing and laying in position ready mixed or site batched design mixcementconcrete for plain cement concrete work; using coarse aggregateand fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommendedproportions as per IS: 9103 to accelerate / retard setting of concrete, toimprove durability and workability without impairing strength; includingpumping of concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering and finishing as per directionof the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement contentin design mix shall be payable separately. In case the cement contentin design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement. |
| 12 | ACP :Providing, fabricating and supplying and fixing panels of aluminiumcomposite panel cladding in pan shape in metalic colour of approvedshades made out of 4 mm thick aluminium composite panel materialconsisting of 3 mm thick FR grade mineral core sandwiched betweentwo Aluminium sheets (each 0.5 mm thick). The aluminium compositepanel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shadeon face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts, bolts, washers, cleats, weather siliconesealant, backer rods etc. |
| 13 | CHAIN LICK FENCING Providing and fixing G.I. chain linkfabric fencing of required width inmesh size 50x50 mm includingstrengthening with 2 mm dia wire ornuts, bolts and washers as requiredcomplete as per the direction ofEngineer-in-charge. : Made of G.I. wireof dia 3 mm |
| 14 | Vinayal sickring for signage |
| 15 | Alluminium framing :Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. |
| 16 | Heavy eavy duty chamber cover:Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand) finished withfloating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) finished with a floating coat of neat cement complete as perstandard design :Inside size 90x80 cm and 45 cm deep including C.I.cover with frame (light duty) 455x610 mm internaldimensions, total weight of cover and frame to be notless than 38 kg (weight of cover 23 kg and weight offrame 15 kg) :With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 |
| 17 | Hum pipe 150 mm dia. R.C.C. pipeProviding and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc. complete : |
| 18 | Light shade pigment using white cement chequared tiles Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Please Enable Macros to View BoQ information |
