Health And Family Welfare Department Tender

1.9 - Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

1.8 - Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

1.23 - Mechanical Means - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

2.5.3 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

2.11 - Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

21.2 - Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- The elevational area of the scaffolding shall be measured for pay- ment purpose. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

6.5 - Providing Brick work with common burnt clay machine moulded perforated bricks of clasS designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

12.13.1 - Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

12.51 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

22.15.2 - Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - sS Handles 300mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

22.15.4 - Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - sS Aldrop 16mm dia, 300mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

22.15.6 - Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - sS Tower Bolts 200x10mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

22.15.9 - Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - sS hinges 100 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

22.15.10 - Providing and fixing stainless steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - sS Door stopper 75mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

12.60 - Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

10.6.3 - Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick ma- sonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type Fastener with threaded dia 12 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

20.79 - supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

12.57.6 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side commercial ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.10 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Note : For dry areas, External plastering shall be 15 mm thick & Internal plastering shall be 12 mm. For heavy rainfall areas, External plastering shall be 18 mm thick & Internal plastering shall be 15 mm. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.51 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.5.2 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

9.17.2 - Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.2.1 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

9.22.2 - Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.39 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.32 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.29 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.34.1 - Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.82 - Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

15.11 - Newly Constructed Roof/bathroom/Toilet/balcony/utility with Cementatius waterproof coating - below 500 m2 - Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break >120% as per ASTM D 412, Tensile strength >1N/mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm Glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

2.1.6 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

8.81 - Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal remittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/g. The coating thickness and the methodology of application shall strictly as per manufacturers specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in-Charge. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

2.5.3 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork - COLUMNS & BUNKER WALL ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

2.5.3 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including FormWork - RCC BEAMS ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

DATA RATE - Automatic Sliding - Hermatically Sealed Door - Single Leaf with 2mm Lead lining]: Size - 2000mm (W)x 2500mm (H)x 60mm Thickness, Door Leaf made of 4mm HP Laminate Finish Door Leaf on both sides (Color: Selection as per Shade Card) with PUF infill 45+/-3 kg density, 2mm thick lead inlay (1mm on both sides) for Radiation proof environment, Aluminium Door Leaf Profile, Anodised Aluminium Wall Frame with Lead infill, AISI 304 grade SS Lever Handle, PCGI Canopy.(No Radiation Proof vision Glass) AC Automation: PLC Controller, Motor Photo cell Sensor, Magic Switch and Foot Switch on both sides. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

DATA RATE - Supplying and Fixing of Lead Glass as per design and drawings. ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.

LUMSUM - The Tenderer (Agency) Should Arrange to Obtain (get), Detailed Architectural Drawings and Elevations Structural Designs and Drawings Including Soil Exploration & Proof Checking by Reputed Government / Semi Government/IISC/IIT/NIT/or as Decided by the Department and the Same has to Drawings, Elevation, 3 d View, MFP Design and Drawings, Internal and External Electrical Services Including Electrical Infrastructure, HVAC, CCTV, Eire Fighting etc. Interior Layout and Ilaison with Other Department and Approval of Pollution Control Boad and Allied Works etc. and an Other Drawings related to this Project (This Item is Included in Schedule B as a Item) and 6 Sets of as Built Drawings Should be Submitted to the Employer. The Consultancy Fees which is Included as an Item in Schedule B Shall be Paid on Prorate Basis of the Main Work or by Negotiation with the Employer Consultancy Charges For Architectural, Structural, & DPR Charges ---- etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work.