Drainage Works Tenders

S & F factory made uPVC white colour Sliding window Three track made of extruded profiles with wall thickness of 2.3mm (+ -0.2mm). Window profile with hollow section with multi chamber. Frame (88mm x 52mm), sliding sash (42mm x 67mm). Sliding mesh Sash (42mm x 57mm) Sliding interlock (One vertical length in each shutters) (45.5mm x 28mm), Glazing bead (24.5mm x 16mm) will be miterd cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket, 1.2+ -0.2mm thick galvanised steel Frame (30mm x 18mm) 2 nos, sliding sash (30mm x 18mm), sliding mesh sash (26mm x 10mm) profile to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners, Hardware [Touch Lock of zinc alloyed (white powder coated), steel roller system. Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and required accessories.Area not exceeding 2.00 sqm each (Note: The unit rate quoted by contractor included cost of glass and includes all other connected accessories.) etc complete all as specified and direcetd.

M&L for Providing and fixing factory made uPVC white colour casement (Openable) Door made of extruded profile wilh wall thickness of 2.3mm ( + -0.2mm). Window profile with hollow section with mitlti chamber, frame (60mm x 58mm), sash (60mm x 78mm). T profile (One vertical length in between two shutters) (60mm x 74mm). Glazing bead (35mm x 20mm) will be mitered cut and fusion welded at all corners, including drilling ol holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket 1.2 + -0.2mm thick galvanized steel Frame (28mm x 21.5mm), sash (31mm x 27mm), T profile (27mm x 17mm) to be inserted in required profile, frame will be fixed to the wall wilh 8mm x 100mm long fasteners. Hardware: [casement door handle made of zinc alloyed (white powder coated). Corner striker. Secondary Strikers. Cylinder. Door transmission gear made of mild sleel with multi point locking system with strikes. 3D Hinges of zinc alloyed (white powder coated) [and 5mm thick glazing with selected quality glass complete all as specified and directed. Note: (i) The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories. (ii) Net opening shall be measured for payment purpose.

Supply and fixing factory made uPVC white color Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110mm both having thickness of 2.3 ± 0.2 mm and single glaxing bead/double glaxing bead of appropriate dimension. (Area of door upto 2.00 sqm) comprising of uPVC multi-chambered frame, sash and mullion (where ever requried) exruded profilesd duly reinforced with 1.60 ± 0.2 mm thick galvanized ild steel section made from roll forming process of requried length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and on side key, G.I. fastener 100 x 8mm size for fixing frame to finished wall necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality complete all as specified and directed by Engineer-in-Charge. ( Glass shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiels minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.

Soil investigation :- Soil investigation as per latest BIS codes, drilling 03 or more numbers of bore hole as per site requirement including conducting SPT, sample collection at 1.5 Mtr interval in hilly terrain and every change of strata along with undisturbed sample collection at 1.5mtr, 3.0mtr, 4.5mtr, 6.0mtr upto 15Mtrs and so on at interval of every 1.5 Mtr and on change of strata and carrying out other related tests for carrying out safe bearing capacity of soil including, mobilization and demobilization of tools, machinery and man power including marking of bore hole location on ground as per direction of Engineer-in- charge. Preparation and submission of hard copies and soft copy in Pdf format of the final report of all the test / field investigation/ laboratory test carried as detailed in specification inclusive of bore loads and recommendation of the parameter found out from the tests including safe bearing capacity for various foundation sizes and at various depth such as 1.5mtr, 2.0mtr, 3.0mtr, 4.5mtr, 6.0mtr upto 15 Mtrs. Consultancy services :- Consultancy services for Detailed Architectural and Engineering design, and detailing for RCC framed structure, structural Analysis, preparation of architectural, structural and working drawings, detailed estimate, Mark all above proposed buildings on the pre-prepared LOP of the camp at the suggested place as per appropriate scale, preparation of BOQ for Construction ofVarious Building at 10TH BN ITB Police, Kimin (Ar.P.). Preparing and submitting all Architectural drawings (Plan, Elevations, side elevations, sectional elevations), Structural Drawings, Working Drawings (Foundation Design & Details, Plumbing Details, Electrical Details, Sanitation details, Sewerage & Development works design etc.) and detailed estimate/ BOQ based on the CPWD DSR-2023 and Market Rate as applicable including market surveying etc if required. Consultant/Firm will also submit 3D View Drawings of all the Building etc. Minimum 04 sets of all finally approved drawings and two set of soft copies in pen drive of the same will be furnished by the Consultant free of cost. However, in case additional sets of drawings in hard copy are essentially required by the Employer/Client, the same shall also be provided free of cost and nothing extra shall be payable on this account. Consultants will Prepare DPR, The services of the consultant shall be available during execution phase also. All necessary modification/corrections shall have to be carried out by the consultant as and when the need arise by the Department. The Consultant shall be associated till completion of the project. The structural design shall be carried out in terms of latest editions and up-to-date correction/amendment/errata of BIS Codes (Bureau of Indian Standards), other relevant seismic/other codes for making Building Earthquake Resistant, sound engineering practices and as desired by the client/ Employer. Firm / Consultant will Responsible for all Designs and all Structural Drawings have to vetted by Any Indian Institute of Technology (IITs)/National Institute of Technology (NIT) or any Govt, institute . Contractor is responsible to pay all fee to IIT/NIT or any Govt, institute for vetting of structure drawings and no additional payment will make to contractor for this. The consultant will liaise and co-ordinate with such Institute approved by Engineer-in-Charge as and when required and as per the direction Preparation of building/structure wise detailed structural ‘Good for Construction’ drawings and minimum eight set of hard copy at suitable scale. Submission of all design calculations in hard and soft copies as per the direction of Engineer-in-charge. Any other designing and detailing required for proposed building. Consultancy shall include visit in the premises of 10th BN kimin and assessing the electric load of existing building and Buildings for which sanction have aready been issued and building proposed to be constructed in future. Design of Sub-station will be prepared accordingly. Note:- Contractor is responsible for deputed an eligible/ Reputed firms/ Consultants/ Architect (Qualification- Bachelor of Architecture minimum at least 01 year experience with valid registration from concil of Architecture and Structural Engineer Qualification M-Tech in Structure with 01 Year Experience.