Dismentaling of damage part repairing and strengthening and fixing new fire exit door on fire exit stair south side at Shakti Bhawan HQ Bldg Lko

Amount

Laying and Jointing PVC Pipe. Heading

Providing and fixing double scaffolding (cup lock type) & making working platform on the staircase in such a manner safely, comfortable in repair & casting like column's, step's, beam's & landing's repair & casting can be done properly to be completion of the work from G.F. to Top Floor (approx 27.50 mtr) the scaffolding 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 througtout the duration/instruction by E/I and removing it there after & cleaning of site including all labour, material and T&P etc required for proper completion of the work,as per requiremnet of site & instruction by E/I .

Providing & Fixing of Good quality Green-net for protection all around of staircase G.F. to 8'th floor (Approx 27.50 mtr) in such a manner that it prvent any material from hitting ground including all labour, material and T&P etc required for proper completion of the work,as per requiremnet & instruction by E/I .

Dismentaling/Removing damage R.C.C./Plaster for G.F. to 8'th floor (approx 27.50mtr) of the Staircase expose all Column,Step,landing & beam which are damage & exposed the R.C.C surface minimum 6 mm deep from main bar's of the structure (by means of chisel and hammer etc as per requirement of the work). All dismentaled materials stacking in the compound as directed by E/I including all labour, material and T&P etc required for proper completion of the work,as per requiremnet & instruction by E/I. .

Disposal of unserviceable, dismantled or waste materials safely outside of UPPCL premises in such a manner do not distrub employee's/vehicles of the buildings by mechanical means, including loading, transporting, unloading including all labour, material and T&P etc required for proper completion of the work & instruction by E/I.

Removing corrosion of RCC Column's, Step's, Landing's Reinforcement G.F. to 8'th Floor (Approx 27.50Mtr Height) manually/mechanically in all exposed steel from staircase (with wire brushing,sand paper washing add coat of rust remover). Passivator, keeping it dry for 24 Hrs. & applying 2 coats of rust preventor to reinforcing bars @ interval of 6 Hrs. Using 'Polyalk Fixoprime' in 1: 1/1.25 proportioin (FP : Cement) including tying and fixing misplaced reinforcement. at required position by U clips, binding wires etc. complete including all labour, material and T&P etc required for proper completion of the work as per requiremnet & instruction by E/I. .

Jakting of all 04 Nos column's by fabrication of 65mmx65mmx6mm angle iron in all corner's form G.F. to 8'th Floor (Approx 27.50mtr). The joints of all angle's make at diffrent level and additional section of 100mm long of same size joint over the angle section (to get proper strength) of steel & welded by a good elctrod rod (adore welding/superon/tatagrico).Providing bracing of 10mm dia steel bar 120 mm C/C complete as per the enclouse drawing (D-1) including cost of welding rod ,all labour, centering & Shuttering material and T&P etc required for proper completion of the work & instruction by E/I. .

Strenghtning of all damage step's approx (100 Nos) (size 1210mmx300mmx70mm) partially/fully by required steel 10mm @ as in main bar's and ring's to make shape & proper strength as new step's shown in drawing (D-02). Step also joint with beam G.F. to 8'th Floor by welding or rebaring where & as required including cost of welding rod ,all labour,centering & shuttering, material and T&P etc required for proper completion of the work & instruction by E/I.

Strenghtning of all damage landing (Joint with building) partiaclly/fully as required steel 10mm @ as in main & cross bar's 100mm c/c (Two way reinforcement) to make shape & proper strength as new landing's as shown in drawing (D-03).Landing's also joint with beam's & coloumn's G.F. to 8'th Floor by welding or rebaring where & as required including cost of welding rod, all labour,centering & shuttering, material and T&P etc required for proper completion of the work & instruction by E/I. .

Strenghtning of all damage landing (at floor mid level) partially/fully as required steel 10mm @ as in main & cross bar's 100mm c/c to make shape & proper strenght as new landing's as shown in drawing (D-03). Landing's also joint with beam's & coloumn's G.F. to 8'th Floor by welding or rebaring where & as required including cost of welding rod, all labour,centering & shuttering, material and T&P etc required for proper completion of the work & instruction by E/I. .

Supply & Micro concreting on all 04 Nos Column's from G.F. to top floor (approx 27.50mtr) to make proper shape & strength at least steel cover provide min 40mm thick from before Micro concreting applying apoxy bonding agent (Dr. Fixit/Sika or equivalent make) curing after cover of column's surface jute bags 28 day including cost of all labour, material,Centering and shuttering and T&P etc required for proper completion of the work,as per requiremnet & instruction by E/I. .

Supply & Micro concreting all damage step's approx (100 Nos) (size 1210mmx300mmx70mm) from G.F. to top floor (approx 27.50mtr) to make proper shape & strength at least steel cover provide min 10mm thick from before Micro concreting applying apoxy bonding agent (Di Fixit/Sikka or equivalent make) curing after cover of Step's surface jut bags 28 day including cost of all labour, material,Centering and shuttering and T&P etc required for proper completion of the work,as per requiremnet & instruction by E/I. .

Supply & Micro concreting landing (Joint with building) partially/fully as required from G.F. to top floor (approx 27.50mtr) to make proper shape & strength at least steel cover provide min 12mm thick from before Micro concreting applying apoxy bonding agent (Di Fixit/Sikka or equivalent make) curing after cover of Step's surface jut bags 28 day including cost of all labour, material,Centering and shuttering and T&P etc required for proper completion of the work,as per requiremnet & instruction by E/I. .

Supply & Micro concreting landing (At floor mid level) partially/fully as required from G.F. to top floor (approx 27.50mtr) to make proper shape & strength at least steel cover provide min 12mm thick from before Micro concreting applying apoxy bonding agent (Dr Fixit/Sika or equivalent make) curing after cover of Step's surface jute bags 28 day including cost of all labour, material,Centering and shuttering and T&P etc required for proper completion of the work,as per requiremnet & instruction by E/I. .

Making railing by strengthing /cutting of exist Grill by Providing support from step's to Column as shown in Drawing (D-03) approx 120 RM in both side with required MS Section (2"X1'/1"X1"Pipe) of the step's from G.F. to 8'th Floor including MS CNC jali as view cutter including all labour, material and T&P etc required for proper completion of the work & instruction by E/I. .

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Providing and applying white cement based putty (Ground Floor to 8'th Floor where required) of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

Applying BIRLA PUTTY or equivalent putty (Ground Floor to 8'th Floor where required) on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I

Painting with synthetic enamel paint (Ground Floor to 8'th Floor where required) of approved brand and manufacture of required colour to give an even shade :One or more coats on old work including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) (Ground Floor to 8'th Floor where required) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additivesNew work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

Repairs to plaster With cement mortar 1:4 (1cement: 4 coarse sand) (Ground Floor to 8'th Floor where required) of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

Wall painting One Coat with premium acrylic emulsion paint (Ground Floor to 8'th Floor where requird )of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour including cost of all material , Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

Finishing walls with Acrylic Smooth exterior paint (Ground Floor to 8'th Floor where required) of required shade Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement 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.

Centering and shuttering (Ground Floor to 8'th Floor where Required) including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform if requird & Direction by E/I.

Steel reinforcement for R.C.C. work (Ground Floor to 8'th Floor where requird ) including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all material ,labour and T&P required for proper completion of work if requird & Direction by E/I.

Brick work (Ground Floor to 8'th Floor where requird ) 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 Cement mortar 1:4 (1 cement : 4 coarse sand)including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I .

Steel work (Ground Floor to 8'th Floor where requird ) welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

Providing and laying in position cement concrete (Ground Floor to 8'th Floor where requird) of specified grade excluding the cost of centering and shuttering : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources including cost of all material ,Scaffolding labour and T&P required for proper completion of work if requird & Direction by E/I.

12 mm thick plaster (Ground Floor to 8'th Floor where requird ) with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material,Sacaffolding, labour and T&P etc for proper completion of work if requird & Direction by E/I.

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead if requird & Direction by E/I.

Demolishing R.C.C. work (Ground Floor to 8'th Floor where requird ) by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars if requird & Direction by E/I.

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead if requird & Direction by E/I.

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 Engineer-in-charge (Dash fastener to be paid for separately) if requird & Direction by E/I

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 Engineer-in-charge if requird & Direction by E/I

Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm if requird & Direction by E/I

Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete.

S/F of hammer box For Fire Exit Door including cost of all material ,labour and T&P required for proper completion of work.

K G CONSTRUCTION

HINDUSTAN CONSTRUCTION