SITC of 01 no. of 408 kg (06 Passengers) capacity Two Floor (G and 1st) Electric Elevator in Admin Building of NRPL Panipat Regional Head Quarter including associated Civil Structural Works in existing building for elevator installation.

Amount

SITC of Elevator

Supply, Installation, Testing & Commissioning of Two Floor Electric Elevator as per below: Type: Electric Traction & Machine Room Less (MRL) Capacity: 408 kg (06 Passengers) Floor: Two (Ground + 1st) Minimum Car Size: 1000 mm X 1100 mm Frame: Stainless Steel (SS) with Glass Make: Epic, KONE, Otis, Thyssen Krupp (TK), Schindler, Johnson, Mitsubishi, Hitachi, Fujitec, Omega, Milton or equivalant reputed make subject to prior approval of IOCL. Detailed Technical Specifications shall be as per specified in Tender Scope Of Work

CAMC of Elevator

Yearly Comprehensive AMC Charges, apyment shall be done on Yearly Basis after sucessfull maintenance throughout the year

Civil Work for Elevator Installation

Providing & fixing 12mm thick toughened glass including cutting, framing as per site condition & direction of Engineer In Charge

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 including getting out the excavated soil and disposal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :

In all kinds of soil

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

Of area beyond 3.0 sq. metres

Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :

Of area beyond 3.0 sq. metres

Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations]

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 the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]

Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved.

Repair to plaster of thickness 12 mm to 20 mm in patches of area up to 2.5 SQM including cutting the patch in proper shape, raking out joints, preparing and plastering the wall surface etc. complete, including disposal of rubbish at unobjectionable area outside Ownder's premises, all complete as per directions of the Engineer-in-Charge :

With cement mortar 1:4 (1 cement : 4 fine sand)

Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement :

6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]

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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources]

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level :

hermo-Mechanically Treated bars of grade Fe-500 D or more

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.