Centre of Excellence for Road and Building Construction at Jaipur

Amount

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc.

all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position,

shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis and design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminiumcomposite panel cladding in pan shape in metalic colour ofapproved shades

made out of 4mm thick aluminium compositepanel material consisting of 3mm thick FR grade mineral coresandwiched between two Aluminium sheets (each 0.5mm thick).The aluminium composite panel cladding sheet shall be coil coated,with Kynar 500 based PVDF / Lumiflon based fluoropolymer resincoating of approved colour and shade on face # 1 and polymer(Service) coating on face # 2 as specified using stainless steelscrews, nuts, bolts, washers, cleats, weather silicone sealant,backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised

with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material and labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wallwith

aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.

Providing and fixing false ceiling at all heights with Eco freindly integral densified Light Weight calcium silicate reinforced with fibre and natural filler, non-cementitious,smoke free false ceiling tiles of Size 595x595 mm / 595x1195 mm of approved texture, design and patterns to be laid in true horizontal level in an interlocking PPGI T-Grid of hot dipped galvanised iron section of 0.40 mm thick of Slimline profile, rotary stiched double webbed white with 3mm rounded reveal (white/black) on the 15mm wide exposed surface suspended from the soffit with appropriate hangers.

The framework shall comprise of Main-T runners of size 15x38mm of length 3600 mm, Cross-T of size 15x38 mm of length 1200 mm for primary cross-T, and 600mm for secondary Cross-T to form grid module of size 600 x 600 mm, Main Tees and Cross Tees to have mitered ends with "birds mouth" notches to form mitered uniform junctions, suspended from the soffit using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long

dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x1.6 mm fixed with grid and Z cleat 25x37x25x1.6 mm thick with pre cut hole on both 25 mm flange to accomodate the 6mm dia bolt of the fastener on one flange and the threaded rod on the other. The entire grid rests on the periphery on a galvanised pre-coated iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be

fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With Calcium Silicate light weight integral densified butt/microlook edged false celling tiles of size 595x595 mm/ 595x1195 mm , 10 mm thick having 15 mm thick all around on edges.

Supply of Automatic Power Operated Sliding Door (Door Size: 2350mm X 2400mm) Door shall be complete with 12mm thick frameless tempered clear glass leaf with all hardware and miscellaneous equipment. Power connection and cabling: Conceal within the Door head unit cover. Include operator, header with roller track, carrier assemblies, framing jambs, sliding door panel(s), activation, safety devices and accessories required for complete installation.

Accessories: • Center Lock Housings • Vertical Stiles • Floating Header Bars • Door Patches • Channels and Header Bars • 12mm thick frameless tempered clear glass leaf etc. For details refer the technical specification of Interior and Furniture Works - Automatic Power Operated Sliding Door. The design shall be approved by the authority. All work shall be done as per specifications and satisfaction of authority including all transportation, loading, unloading, Scaffoldings, Tools, Hardware and fixing.

Supply and Installation of 12mm Glass Railing with stainless steelFixing of 900mm high Side Fixed Handrail system including 10-12mm clear toughened glass railing with Customized SS 304 Railing system as per Engineer in charge approval. The glass shall be held with SS 304 stud with flat headed bolt single point spider fittings as per design. The 50 diameter SS pipe shall be held firmly with the 63.5x12 mm thick SS flat vertical bar through SS bracket at every junction with M4SS Set screws.

The entire assembly shall be fixed through two SS connect holder brackets. The system will be Complete as per requirement of site.For details refer the technical specification of Interior and Furniture Works - Sr. No. 19 – 12mm GlassRailing with stainless steel. The design shall be approved by the authority. All work shall be done as per specifications and satisfaction of authority including all transportation, loading, unloading, Scaffoldings, Tools, Hardware and fixing.

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) (is greater than) 78, solar reflection (is greater than) 0.70 and initial emittance (is greater than) 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement: 4 coarse sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing

and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. The design shall be approved by the authority. All work shall be done as per specifications and satisfaction of authority including all transportation, loading, unloading, Scaffoldings, Tools, Hardware and fixing.

Providing and fixing of factory Made Pre Engineered Sliding AluminiumDoors, Windows and Ventilators for which frames are made of extruded 6063-T5 Aluminium alloy section with TEXGAURD COATING having overall dimensions as specified all four corners to be MITRE joined using SS screws with Special Nano gaskets for sealing in outer frames with glass as specified along with all hardware including roller, hinges, handles,

assemblies screws, Plastic component, sealing pads etc. with gasket, installation screw and push buttons, fittings, locking arrangement etc. Complete as per manufacturer’s specifications including installation TOSTEM WE Plus series make or equivalent as approved by Engineer - in – Charge. VENTILATOR 2 GLASS PANEL AND 1 MESH PANEL WITH 5 MM TOUGHENEDGLASS WITH 3 TRACK SLIDING SYSTEM,

THE OUTER FRAME SHALL BE OF SIZE, BOTTOM-72X50, TOP-72X33, LEFT-72X24.5, RIGHT-72X 24.5 AND SHUTTERS OF SIZE, BOTTOM- 19X60, TOP- 19X39.5, LEFT- 23X47, RIGHT- 49.5X35. The design shall be approved by the authority. All work shall be done as per specifications and satisfaction of authority including all transportation, loading, unloading, Scaffoldings, Tools, Hardware and fixing.

Providing and fixing of factory Made Pre Engineered Sliding AluminiumDoors, Windows and Ventilators for which frames are made of extruded 6063-T5 Aluminium alloy section with TEXGAURD COATING having overall dimensions as specified all four corners to be MITRE joined using SS screws with Special Nano gaskets for sealing in outer frames with glass as specified along with all hardware

including roller, hinges, handles, assemblies screws, Plastic component, sealing pads etc. with gasket, installation screw and push buttons, fittings, locking arrangement etc. Complete as per manufacturer’s specifications including installation TOSTEM WE Plus series make or equivalent as approved by Engineer - in – Charge.

WINDOW 2 GLASS PANEL AND 1 MESH PANEL WITH 6 MM LOW E TOUGHNED GLASSWITH 3 TRACK SLIDING SYSTEM, THE OUTER FRAME SHALL BE OF SIZE, BOTTOM-72X50, TOP-72X33, LEFT-72X24.5, RIGHT-72X 24.5 AND SHUTTERS OF SIZE, BOTTOM- 19X60, TOP- 19X39.5, LEFT- 23X47,

RIGHT- 49.5X35.The design shall be approved by the authority. All work shall be done as per specifications and satisfaction of authority including all transportation, loading, unloading, Scaffoldings, Tools, Hardware and fixing.

Providing and fixing factory made Powder coated door frames manufactured from roll formed sections made of Galvanized steel (Base steel as per IS 513 D quality, Galvanized as per IS 277 with Zinc of 120 GSM) and sections shall be Powder Coated (as per IS: 13871) with pure Polyester Powder 50 microns thick. Section of frame shall be of size 105 x 60 x 1.2 mm with a rebate of 38 mm.

The frame should be cut to length and joined by way of corner brackets/Arc welding. Each frame should be provided with Stainless steel butt hinges of 100mm x58mm x 1.96mm (IS:12817 marked) for single robate. Each door frame will be provided with Al-drop hole and Tower bolt bracket. The Frame Should be fixed to brick masonry/concret by Nylon self expanding caps and driving MS electroplated 100mm long screws into the caps through frames.

back side of the door frame should be filled with PU foam of 25 FRD(free rise density) and 30 MD(moulded Density). The design shall be approved by the authority. All work shall be done as per specifications and satisfaction of authority including all transportation, loading, unloading, Scaffoldings, Tools, Hardware and fixing. Single Rebate Door Frame with ventilator.

Providing and fixing factory made Powder coated door frames manufactured from roll formed sections made of Galvanized steel (Base steel as per IS 513 D quality, Galvanized as per IS 277 with Zinc of 120 GSM) and sections shall be Powder Coated (as per IS: 13871) with pure Polyester Powder 50 microns thick. Section of frame shall be of size 105 x 60 x 1.2 mm with a rebate of 38 mm.

The frame should be cut to length and joined by way of corner brackets/Arc welding. Each frame should be provided with Stainless steel butt hinges of 100mm x58mm x 1.96mm (IS:12817 marked) for single robate. Each door frame will be provided with Al-drop hole and Tower bolt bracket. The Frame Should be fixed to brick masonry/concret by Nylon self expanding caps

and driving MS electroplated 100mm long screws into the caps through frames. back side of the door frame should be filled with PU foam of 25 FRD(free rise density) and 30 MD(moulded Density). The design shall be approved by the authority. All work shall be done as per specifications and satisfaction of authority including all transportation, loading, unloading, Scaffoldings, Tools, Hardware and fixing. Single Rebate Door Frame

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. 1 Thermo-Mechanically Treated bars of grade Fe-500D or more.

Anchor Drilling, Grouting, Stressing and De-Stressing Drilling Bore Hole for Anchor Fasteners of 150 mm dia for Diaphragm wall including Clearing of Bore Hole from earth etc.in all kind of soil including including providing ,fabricating and inserting permanent anchors 7 No.s 12.7mm each with cross sectional area of 98.7mm including Anchor Accessories like, Grout pipe, Spacer, MS Spacer,

Cover Block etc in Anchor Assembly and Grouting with Cement Grout 1:4 with CEBEX 100 with Grout Pump and then Stressing Anchors with the help of hydraulic jack of 100 ton capacity including Hydra charges for stressing of anchors including diesel and operator charges and De-Stressing of Anchors when allowed with use of Hydraulic Jack and Hydra of same capacity as used in stressing.all work complete as permitted by E.I.C.

Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade using minimum 400 kg. cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving 150- 200mm slump, for

diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in pannels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water

and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for all depths, including agitating bentonite slurry during trenching etc., Providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound

concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc. including filling the depression/ cavities with sound concrete etc. complete and as directed by the Engineer-in-charge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approved design and as directed by the Engineer-in-charge, but excluding the cost of reinforcement and inserts.

Bidder Name

Amount

M/s Ramesh Kumar Bansal(GSTN-08ABTPB6020F1ZV)

Description of Work / Item(s)

Amount

Dismantling / Demolition of existing structures / buildings as per details given below & shown in the drawing located at PWD Campus Jaipur including disposal and transportation of debris dumping yard located at Jaiupr as per direction of Engineer-in-charge:- The contractor to take adequate precautions to protect and avoid damages to all around buildings/structures/infrastructures to be retained. All dismantling is to be completed as per annexure/drawings, approvals and instructions of the Engineer-in-charge. No dismantled materials will be allowed to be accumulated at site after dismantling/demolition of existing buildings and other structures mainly comprising of concrete,

Steel reinforcement structural steel, brick work, flooring, finishes, pavement etc. The job also include all levelling and including disposing-off all the building rubbish/malba/similar unserviceable dismantling or waste materials by mechanical means including loading, transporting, unloading, dumping for processing & recycling / dumping yard at Jaipur for which noting extra payment Note: The Dismantling/demolition will be done up to the bottom of existing underground foundation level & excavated trenches shall be filled with available earth/debris.

Cost of Dismantling/Demolition of the following : Building Various Structure, Steel Structure, Tin Shed etc.

Cost of salvage value of the materials obtained from Demolition/ Dismantling of the existing building as mentioned above on the basis of As Is Where Is :-

Disposal and transportation of Malba /debris buildings / structures as mentioned above by mechanical means from site to dumping yard / recycling plant including loading & unloading at site & plant (the cost is inclusive of fees at recycling plant for processing/recycling if available) and Disposal & transportation of :-