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| 1 | 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 and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (HSR 4.14)4.14.1) All kinds of soil |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge (HSR5.7) 5.7.4 In cement mortar |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. (HSR 5.25) |
| 4 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. (HSR 5.27) |
| 5 | Dismantling cement conglomerate / terrazzo floors 25 mm to 50mm manually/ by mechanical means and disposal of material within standard lead as per direction of Engineer- in-charge. (HSR 5.42) |
| 6 | Dismantling tile work in floors and roofs laid in cement mortarincluding stacking material within 50 metres lead (HSR 5.43)5.43.1) For thickness of tiles 1 O mm to 25 mm |
| 7 | Dismantling of old S.W. pipes including breaking of joints andbed concrete stacking of useful materials near the site within 50m lead and disposal of unserviceable materials into municipaldumps: (HSR 5.67)5.67.1) 100 mm diameter |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: (HSR 2021/6.1)6.1.6) 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level:1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) (HSR2021/ 6.14.1) |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : (HSR 2021/ 6.15)6.15.1) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 2021/ 6.16) |
| 12 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor IV level for each three floors or part thereof (HSR 6.27) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for (HSR 2021/ 6.30) 6.30.1) Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | 6.30.2) Walls (any thickness) including attached pilasters, sqmbuttresses, plinth and string courses etc. |
| 15 | 6.30.3) Suspended floors, roofs, landings, balconies |
| 16 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respectNote:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement (HSR 2021/6.33)6.33.6) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Brick work with common burnt clay non-modular bricks of class designation 12.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand)HSR2021(7.22.2) (Derived Rate) (7.40-7.39) |
| 18 | 12 mm cement plaster of mix (HSR 2021/ 11.5)11.5.3) 1 :4 (1 cement: 4 fine sand) |
| 19 | 15 mm cement plaster on the rough side of single or half brick wall of mix : (HSR2021/ 11.6)11.6.1) 1 :4 (1 cement: 4 fine sand) |
| 20 | TOTAL CIVIL PART |
| 21 | E.I. HSR PART EarthingHSR24.1 24.1.4Earthing with tinned copper earth plate 600mmx600mmx3mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) etc. complete as required. |
| 22 | 24.1.5 Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. |
| 23 | 24.1.9Providing and fixing 25 mm x5 mm copper strip in 40 mm dia G.I. pipe from earth electrode as required. |
| 24 | 24.1.10 Providing and fixing 25 mm x 5mm copper strip on surface or in recess for connections etc. as required with all labour and material.. |
| 25 | Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. HSR 23.22.1.23.22.1.9 4 pole MCCB 6 amp to 100 amp , 25 KA |
| 26 | Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work.HSR 23.22.4 23.22.4.8 TPN DB Horizontal type Double Door 12 way ( 8 incoming 3phase*12 outgoing) |
| 27 | Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work.HSR 23.22.6 HSR 23.22.6.3 DP RCCB 30ma sensitivity , 63 A |
| 28 | TOTAL (EI HSR) |
| 29 | EI PORTION(NS)Supply and erection of under ground aluminium cable ,loose in existing pipe or trenches complete with necessary connections .25 Sq. mm 4 Core Cable . (armoured ) |
| 30 | Supply, erection, testing and commissioning of 8 passengers(G+2) Electrical Traction Elevator Roomless , Gearless with With Speed of 1.0mtr/Second serving 3 Stops & 3 Opening with SS Honeycomb finish, hand rail, Mirror & Antiskid PVC Flooring to be erected in accordance with the following Technical Specification and as per latest IS Specification. |
| 31 | (i)Make of Lift:- OTIS / KONE / MITSUBISHI / SCHINDLER/ORBIS |
| 32 | ii)Type & capacity : Passanger ElevatorApp. 544 Kg. 8 person |
| 33 | iii) Speed mps:1.0 mtr per second |
| 34 | iv) Travelling (max) in mtrs :Aprrox. 12 mtrs |
| 35 | v)Serving : (G+2) 3 stops, 3 opening all opening on same side) |
| 36 | vi) Power Supply : 415 V, 3 phase,50 HZA C supply. |
| 37 | vii) Control: High Performance simplex full collective integrated serial communication control system. |
| 38 | viii) Operation :Automatic |
| 39 | ix ) Motor: Permanent Magnet Synchronous ElectricTractionGearless Motor to be hoisted on guide rail within the elevator hoistway. |
| 40 | x) Location of Motor: Motor to be hoisted above the rail within the elevator hoist way. |
| 41 | xi) Type of Drive : A. C . Variable Voltage Variable frequency |
| 42 | xii) Car Size:min. 1100 mmx 1300 mmor as per manufacturer design. |
| 43 | xiii) Hoist way available: 1950 mmx 1750 mm |
| 44 | xiv) Car Enclosure: Bright Annealed Scratch ResistanceSatainless Steel Panel. |
| 45 | xv) False Ceiling:Stainless steel false ceiling in hair line finish |
| 46 | xvi) Car Panel :stainless steel (scratch free) Hair line finish |
| 47 | xvii) Flooring :G ,1,2 ( Antiskid granite Flooring ) |
| 48 | xviii) Clear Opening of door:800 mm wide x 2000 mm high center opening with vision panel of size 150 mm x 500mm in Car and Landing doors |
| 49 | xix)Door Operation : Automatic DC/AC with adjustable Door Opening andclosing timings with center openingsliding door |
| 50 | x) Door Frame : Stainless steel inhair line finish |
| 51 | Other Features: |
| 52 | i)Battery operated intercom,emergency alarm and emergency light with maintance free rechargeable battery. |
| 53 | ii) Adjustable guide shoes.(Ensures good ride comfort) |
| 54 | iii) Digital direcion & position indicator in Car & at all landings. |
| 55 | iv) Integral full height car opening panelwith luminous combined with direction arrows, overload warning indicatorand services cabinet |
| 56 | v) Hands free press and speak intercom with EPABX for three way communication. |
| 57 | vi) Automatic rescue device with Manual rescue Lever (to rescue the Passanger in case of emergency) the device willbring the elevators to the nearest floor and open the door automatically in Case of power / phase failure / low voltage. |
| 58 | vii) Full height infrared safety curtain( Highly sensitive safety device for safe entrance & exit of thePassanger into the Car & automatic floor announcer. |
| 59 | viii) Diffused lighting in car. |
| 60 | ix) Cross floow fans=2 Nos. |
| 61 | x) Looking mirror inside of lift car. |
| 62 | xi) Face plate Finish: stainless steel in hair line. |
| 63 | xii) Face plate :Rectangular. |
| 64 | xiii) A three feet high railing shall be provided on car top |
| 65 | xiv) The motor shall be high starting torque and low starting current and shall be arrangedfor self lubrication. |
| 66 | xv) Proper weight screen shall be provided at the hoistway. |
| 67 | xvi) Fire retardant compound coated traveling cable shall be used. |
| 68 | xvi) 2 Phase Device Fire Man Drive& Fireman switch at ground floor |
| 69 | xvii) Micro Movements L.E.D. based Buttons . |
| 70 | xviii)Load Weighing device with overload bypass feature.(Audio Visual over load indicator in the car) |
| 71 | xix)Steel items such as Door Frames Sill Angles, Fascia Plates, Spring Buffers. |
| 72 | xx) Braille fixtures, Lift announcement system, Pit ladder, Hand rail , Pressure sensing device & Additional Car Gate Lock . |
| 73 | xxi) Three Side Hand Rails in Stainless Steel Finish |
| 74 | xxii) System Capable of withstanding +10% to –10% Variation in Supply Voltage Fluctuations.( C.V.T should be provided for Protection of lift against Single phase, Low voltage & over voltage) |
| 75 | xxiii) Car Platform constructed out of Cold Rolled Grain Oriented Formed Sheets of Steel |
| 76 | xxiv) Fire Rated Landing Doors for a Period of One Hour Only. |
| 77 | xxv) The whole machinery shall be mounted on appropriate anti vibration supports to minimize voice and vibration. |
| 78 | xxvi) A handrail not less than 0.60mtr long and 1.0 mtr. Above floor level shall be fixed adjacent to the control panel.. |
| 79 | xxvii) The time of automattically closing door shall be minimum 5 seconds and the closing speed shall not exceed 0.25mtr./ Seconds |
| 80 | xxviii) Overspeed governor ( Electro-mechanical device that prevents free fall in case the lift is travelling at speed more than 10% of the rated speed in downward direction. |
| 81 | xxix) All other required features relates the operation of lift by the Handicapts & Blind person & others as per instruction of lift inspector and HBC 2017. |
| 82 | Total E.I NS |
