RENOVATION WORKS AROUND THE PREMISES OF ADMINISTRATIVE BUILDING BLOCK AND MAIN GATE OF ENGINE DIVISION

Earth work in excavation for all kind of soil 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. etc. all complete as per specification and direction of Engineer In Charge.

Labour charges for Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and for all lift etc. all complete as per specification and direction of Engineer In Charge.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc. all complete as per specification and direction of Engineer In Charge.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing etc. all complete as per direction and specification of Engineer In Charge.

Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 40 mm nominal size ) excluding the cost of centering and shuttering - All work up to plinth level etc. all complete as per specification and direction of Engineer In Charge.

Providing and laying in position reinforced cement concrete 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) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level etc. all complete as per specification and direction of Engineer In Charge.

Providing and laying in position Reinforced cement concrete 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)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 five level, excluding cost of centering, shuttering, finishing and reinforcement etc. all complete as per direction of Engineer in Charge.

Providing and laying in position 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 five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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) etc. all complete as per direction of Engineer in Charge.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete etc. all complete as per direction of Engineer in Charge.

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts etc. all complete as per direction of Engineer in Charge.

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers etc. all complete as per direction of Engineer in Charge.

Brick work with non modular fly ash bricks confrming to IS : 12894 class designation 5 (50kg/Sqcm) average compressive strength in super structure above plinth level up to floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) etc. all complete as per specification and direction of Engineer In Charge.

Supplying carrying to site all approved materials and placing in positions steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding etc. all complete as per specification and direction of Engineer In Charge.

Plastering with 15 mm cement plaster on the rough side of single or half brick wall / concrete surface etc. of mix in cement mortar 1:4 (1 cement: 4 fine sand) etc. all complete as per specification and direction of Engineer In Charge.

Finishing walls with Acrylic Smooth exterior paint of required shade on new work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) with preparation of surface etc. all complete as per specification and direction of Engineer In Charge.

Steel work welded in built up sections/ framed work In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. all complete as per specification and direction of Engineer In Charge.

Two or more coats painting on new work with synthetic enamel paint of approved brand and manufacture to give an even shade with preparation of surface etc. all complete as per specification and direction of Engineer In Charge.

Demolishing brick work in cement mortar 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

Supplying and fixing of SS-304 Grade Austenitic STAINLESS STEEL Concertina Coil confirming to ASTM A240/A240M(Prime Quality) of SRPBT (Stainless steel Reinforced Punched Barbed Tape ) Helix coil of 610mm dia (Before strech) having 6 nos turn P/Rmt. in length, comprising of SS-304 High tensile core wire of 2.50mm dia confirming to ASTM A 580/580M -2018 & SS-304 Gr Razor Punched having dimensions of 23.50mm Barb legth and Barb spacing of 35.00mm c/c and weight of 8.00 Kg (Tolerence +/- 0.5kg). All interlocking "J" clips should be of SS-304 Grade with minimum 120nos per concertina coil. The Rate also includes supply of necessary stainless steel fixing accesories like Box Clip,C Clip,J Clip etc. all complete as per specification and direction of Engineer In Charge.

Supplying and fixing SS-304 Grade Austentic STAINLESS STEEL Horizontal Tension Strands confrming to ASTM A240/A240M(Prime Quality )of SRPBT(Stainless Steel Reinforced Punched Barbed Tape)comprising of SS-304 High Tensile core wire of 2.50mm dia (tolerance +/- 0.1mm) and SS -304 Gr Razor Punched Tape barb having dimensions of 23.50mm barb length and Barb spacing of 35mm c/c and weight of 8.00kg(Tolerance +/-0.5kg). Each Coil will be having 100 Mt. in linear length . The rate also include supply of necessary stainless steel J Clips etc. all complete as per specification and direction of Engineer In Charge.

Demolishing cement concrete nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

Providing and laying in position Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing etc. all complete as per specification and direction of Engineer In Charge.

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Invoicing & Payment

Input Tax Credit

Penalty for Non-compliance of GST Act

Anti-profiteering Measure .

Other Provision

Allottment of quarters

DSR -2023 No / Market Rate.

Earth work in surface excavation for all kind of soil not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m etc. all complete as per specification and directed of Engineer in Charge.

Labour charges for Hacking of cement concrete flooring including cleaning for surface etc. all complete as per specification and direction of Engineer In Charge.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing etc. all complete as per direction and specification of Engineer In Charge.

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size ) excluding the cost of centering and shuttering - All work up to plinth level etc. all complete as per specification and direction of Engineer In Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and laying in position Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing etc. all complete as per specification and direction of Engineer In Charge.

Centering and shuttering including strutting, propping etc. and removal of form for the same for Foundations, footings, bases of columns, etc. for mass concrete etc. all complete as per direction of Engineer in charge .

Plastering with 15 mm thick cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) etc. all complete as per specification and direction of Engineer In Charge.

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approvedsize, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per thedirection of Engineer-in-charge.

Providing and laying Vitrified parking tiles in floor of size 400mm X 400 mm X 12mm ( Or Nearer) in all colours and shade, 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. The tiles must be cut to size as per site requirment and Laying of tiles will be done with the notch trowel,plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily etc. all complete as per thedirection of Engineer-in-charge.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners ) etc. all complete as per specification and direction of Engineer In Charge.

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content with water thinnable cement primer on Exterior wall surface having VOC content less than 50 grams/litre with preparation of surface etc. all complete as per specification and direction of Engineer In Charge.

Two or more coats painting on new work with synthetic enamel paint of approved brand and manufacture to give an even shade with preparation of surface etc. all complete as per specification and direction of Engineer In Charge.

Steel work welded in built up sections/ framed work In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. all complete as per specification and direction of Engineer In Charge.

Dismantling steel work in Channels, angles, tees and flats in single sections including dismembering and stacking within 50 metres lead etc. all complete as per specification and direction of Engineer In Charge.

Earth work in excavation for all kind of soil 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 for all lift etc. all complete as per specification and direction of Engineer In Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). all complete as per direction of Engineer in charge.

Providing and laying cement concrete 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).in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing etc. all complete as per specification and direction of Engineer In Charge.

Supplying carrying to site all approved materials and placing in positions steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting,bending, placing in position and binding etc. all complete as per specification and direction of Engineer In Charge.

Centering and shuttering including strutting, propping etc. and removal of form for the same for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. all complete as per direction of Engineer in charge.

Brick work with non modular fly ash bricks confrming to IS : 12894 class designation 10 average compressive strength in super structure above plinth level up to floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) etc. all complete as per specification and direction of Engineer In Charge.

Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineerin-Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge:

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. all complete as per specification and direction of Engineer In Charge.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of area of slab upto 0.50 sqm. of colour black, Cherry/Ruby red colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels etc. all complete as per specification and direction of Engineer In Charge.

Supplying,Providing,Fitting, Fixing and commissionging of DOUBLE DOME FOUNTAIN WATER PATTERN: 2 nos. of SS ring of 16' Dia & 6' Dia with 96 nos. of SS swivel nozzle throwing water inward created a double dome shape. POOL SIZE: Existing WATER EFFECT: 16' Height PUMP: 05Hp three phase submersible open well horizontal pump. (Make: Kirloskar/Lubi) LIGHTING: 24 nos. of 12- watt RGB LED light.(protection Class: IP68, Casing: SS316, Make: Flora/Aquascape/RES). PANEL BOARD: Cable for pump and lights up to 10mtrs. Distance with suitable panel board. 16 Gauge G.I make weather proof electrical suitable panel board consisting of following items. 01. MCB , 02. Bus Bar, 03. Contarctor, 04. Realy, 05. SMPS,06. Preventor, 07.Voltmeter, 08. Ammeter, 09. Capacitor 10. CT Coil, 11. Indicator, 12. Connector (3-Way/4- Way), 13. On/Off Push Botton, 14. Cable Inlet & Outlet, 15. RGB Controller, 16. Suitable panel Box, 17. Name plate & Label, 18. panel LOCK, 19. PANEL Key, 20. stand. CABLE: 2.5Sq.mm-3Core submersible cable for pump & 1.5Sq.mm-4Core cable for light. (Make:Finolex/Havells/Polycab/KEI). UPVC & SS FITTINGS: With required. UPVC & S Sfittings. (Make: Supreme/ Astral/Parry ware/skipper).

Supplying,fitting and fixing of CROWN FOUNTAIN WATER PATTERN: 2 nos. of SS ring ( 9' Dia & 4' Dia with 116 nos. of SS swivel nozzle throwing water inward & outward with 1" foam nozzle at the centre throwing water upward in a foam shape. POOL SIZE: 10' Dia WATER EFFECT: 03' Ht.(Outer) PUMP: 03Hp single phase submersible open well horizontal pump. (Make: Kirloskar/Lubi) LIGHTING: 12 nos. of 12- watt RGB LED light.(protection Class: IP68, Casing: SS316, Make: Flora/Aquascape/RES). PANEL BOARD: Cable for pump set and lights up to 10mtrs. Distance with suitable panel board. CABLE: 2.5 Sqmm-3Core submersible cable for pump & 1.5Sq.mm-4Core submersible cable for light. (Make:Finolex/Havells/Polycab/KEI). UPVC & SS FITTINGS: With required, UPVC & SS fittings. (Make: Supreme/ Astral/Parry ware/Skipper).

Supplying,fitting and fixing of 2 Nos of POT FOUNTAIN WATER PATTERN: Water will flow from top of the pot to bottom creating a Cascade view. POT MATERIAL: FRP POT HEIGH:4'-2" POOL SIZE: Existing WATER: EFFECT:6" Ht. PUMP: 01 no. of Mini pump single phase (DC Type) LIGHTING: 04 nos. of 9- watt LED Light.

Providing and fixing following bore dia. metal gate valve with C.I. wheel of approved quality (screwed end) etc. all complete as per specification and direction of Engineer In Charge.

Providing and fixing following bore dia. G.I. pipes complete with G.I. fittings for external work including trenching and refilling etc. all complete as per direction of Engineer in Charge.

Registration, HSN / SAC Code & GST Rate

Invoicing & Payment

Input Tax Credit

Penalty for Non-compliance of GST Act

Anti-profiteering Measure .

Other Provision

Allottment of quarters

CONSTRUCTION OF FACTORY BOUNDARY WALL FROM SOUTH WEST TOWER TO MAIN GATE AND MAIN GATE TO SOUTH EAST TOWER OF HAL ENGINE DIVISION.

KPTCC/W/544

CONSTRUCTION OF FACTORY BOUNDARY WALL FROM SOUTH WEST TOWER TO MAIN GATE AND MAIN GATE TO SOUTH EAST TOWER OF HAL ENGINE DIVISION.

KPTCC/W/544

EXPERIENCE DETAILS

ONE WORK OF 80% VALUE ( IN LAKHS)

ISSUING AGENCY/ AURHORITY

TWO (02) WORKS OF 50% VALUE EACH ( IN LAKHS)

ISSUING AGENCY/ AURHORITY

THREE (03) WORKS OF 40% VALUE EACH ( IN LAKHS)

ISSUING AGENCY/ AURHORITY

DETAILS OF SOLVENCY CERTIFICATE

CERTIFICATE NO.

CONSTRUCTION OF FACTORY BOUNDARY WALL FROM SOUTH WEST TOWER TO MAIN GATE AND MAIN GATE TO SOUTH EAST TOWER OF HAL ENGINE DIVISION.

KPTCC/W/544

EXPERIENCE DETAILS

ONE WORK OF 80% VALUE ( IN LAKHS)

ISSUING AGENCY/ AURHORITY

TWO (02) WORKS OF 50% VALUE EACH ( IN LAKHS)

ISSUING AGENCY/ AURHORITY

THREE (03) WORKS OF 40% VALUE EACH ( IN LAKHS)

ISSUING AGENCY/ AURHORITY

DETAILS OF SOLVENCY CERTIFICATE

CERTIFICATE NO.

CONSTRUCTION OF FACTORY BOUNDARY WALL FROM SOUTH WEST TOWER TO MAIN GATE AND MAIN GATE TO SOUTH EAST TOWER OF HAL ENGINE DIVISION.

KPTCC/W/544

Documents

Firm Registration, Power of attorney of signatory of Bid

Value

Value

Value

For one works value

PAN No.

GST No.

ESI No.