|
| 1 | CIVIL WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift, as directed by Engineer-in charge |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg/cum |
| 5 | All works above plinth and upto floor V level. 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg/cum |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 7 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for therequired duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for theworkmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measuredfor payment purpose .The payment will be made once irrespective of duration of scaffolding. This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 8 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone (Jasalmer stone) |
| 9 | Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: In two coats |
| 10 | Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | Supply and fixing of Glass Fiber Reinforced Concrete (G.F.R.C) Elementsin approved size, pattern, design, thickness ( 25-30 mm internal , 35-40 mm External) and color of M/S Terra Firma make . The GRC element should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint Gobain OCV , Neg Japan or equivalent, Super Plasticizers manufactured by ‘BASF’ , Nerolac Perma or equivalent, Polymers manufactured by ‘BASF’, Nerolac Permaor equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place inFRP Mould manufactured by ‘Reckli’ or equivalent. The fixing of GFRC Elementwork with Dry Fixing method using fasteners, and necessary hardware etc in Building Facade complete as per directed by Engineer-in-Charge |
| 13 | GUARD ROOM |
| 14 | Brick work with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level uppt o floor V level in all shapes and sizes in cement mortar 1:4 (1 cement :4 coarse sand) |
| 15 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth and upto floor V level. 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg/cum Concrete of M30 grade with minimum cement content of 350 kg/cum |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 17 | 12mm cement plaster OF MIX: 1:6 (1 CEMENT:6 COARSE SAND) |
| 18 | Providing and applying plaster of paris putty of 2 mm thickness with two coat over plastered surface to prepare the surface even and smooth complete. |
| 19 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 20 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying of twice ( at base and top of mortar ) cement slurry @ 2.2kg/m2 (each time) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. 22.1.1 Using rough kota stone. |
| 21 | SITC of Semi-automatic Boom Barrier made up of Mild steel with 6m long span of 80 mm dia along with fitted motor |
| 22 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm |
| 23 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick (Single Leaf) |
| 24 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. |
| 25 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (a) 4 mm thick. |
| 26 | Making grooves 10 to 12mmwide x8mm deep in plaster of the walls or in ceiling vertically or horizontally as required |
| 27 | Supply and fixing 6mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. |
| 28 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 29 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete ::300x16 mm |
| 30 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125mm |
| 31 | ELECTRICAL WORKS |
| 32 | wiring point for light pointwith 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy duty PVC conduit partly concealed in wall andlaid in slab alongwith the reinforcemen tbefore concreting ,complete with 14 SWG copper earth continuity wire, 15A piano type switch & ceiling piano type switch & ceilingrose on 3 mm thick phenolic laminated backelite sheet etc., complete in all respect . |
| 33 | Supply fixing ceilung mounted 20 watt round panel Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die castaluminium housing with extended heat sink diffuser/ Reflectorand driver set completed in all respects |
| 34 | Supply and fixing of surface mounting round 10-12(6+6) WattLED UP & Down Lighter having Powder coated die castaluminium housing with extended heat sink diffuser/ Reflectorand driver set completed in all respects |
| 35 | Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76 mm inner Dia 38 mm terminal Dia 12 mm, outer Gl pipe of 16 SWG and inner Gl Pipe of 12 SWG with hot dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs. Activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (from electrode terminal to switch board, cast of 25 X 3 Gl. Strip will be extra) Make: As perapproved in U.P. P.W.D., & C.P.R.I. Certified, complete. PWD SI No. 725D |
| 36 | Supply and Fixing Following capacity of automatic street light cubical control panel painted with anticorrosive alkali and acid proof paint consisting of time switch Tso 100 series with contactors, HRC fuses, isolating switch metering instrument & intrument box with CTs etc. in case of TPN, complete in all respect. SOR-2018 SI. No. 807 (f) (I) 40 A TPN |
| 37 | S&F of 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve CAT-B fixed in above incloser |
