Additional Partition and Shed Work at Transit Camp Rishikesh (Dehradun)

Amount

Earth work in excavation 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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

Earth work in excavation 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mm. All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations 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.

Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level

Centering shuttering including strutting, propping etc. and removalof form work Foundations, footings, bases of columns, etc. for mass concrete

Centering shuttering including strutting, propping etc. and removalof form work Columns, Pillars, Piers, Abutments, Posts and Struts

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm 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., complete.Size of Tile 600x600 mm

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc, not exceeding 80 mm dia.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.25 mm dia nominal bore

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion.Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge.Pre-laminated particle board with decorative lamination on both sides

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P.brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).

Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600.Upto 10 mm depth and 10 mm width

ACP Sheet 5 mm thick

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67

600 x 450 mm Rectangle

600 x 600 mm Square

Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of Type XI retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per

Letter Writing by ACP Sheet Letter size 18x36 inch and 20x18 inch supply and fixing complete work in all respect as directed by Engineer Incharge.

Pre- Fab Structure

Wall & Partition Panel :- The wall panels shall be made up of 50mm thick composite PUF sandwich between 0.5mm TCT Pre-Painted Galvanized Iron Sheet. The panels shall be made of micro ribbing Pre-Painted Galvanized Iron Sheet on both sides with 50mm thick layer of CFC/HCFC Free PU foam of density of 40±2 kg/m3 as insulation. The insulated panels will have tongue groove and Cam-lock arrangement. The Pre-Painted Galvanized Iron Sheet shall have minimum 120 gsm of Zinc coating and minimum coating of 4-5micron epoxy primer and 20 micron polyester top coat on the finish surface and 7-8micron primer alkyl base on reverse. The effective cover width of the panel shall be of 1175 mm and length of the panels shall be to suit as per site or as per transportable length. The PPGI sheet shall be of TATA/JSW.

PUF Roofing Panel:- The Roof Panels shall be constructed of 40 mm (40+30 mm) thick PUF insulation & density of 40±2 kg/m3 laminated 0.5mm TCTPre-Painted GI outside and inside of Roof Panels. The top sheet shall be high ribbed in trapezoidal shape and bottom sheet shall be Micro Ribbed Pre- Coated PPGI sheet. The PPGI sheets shall conform to IS: 14246 and PUF insulation shall conform to IS: 12436. The top side of the roof panels shall have 30 mm crest at 200 mm centre to centre pitch with a flute for capillary action in full length on one side of the crest portion, so as to prevent the water leakages in the event of valley filled with water. The top edge of the panels shall have overlap joinery systems. The bottom edges of the panels shall have tongue and groove systems for a continuous engagement for the full length of the roof panels. The Pre coated sheet shall be of 30 microns RMP coating over 4-7 microns Primer on the top side and 5 microns of backer coat over the primer on the bottom side of the sheet. The effective cover width of the panel shall be of 1010 mm and length of the panels shall be to suit as per site or as per transportable length. The PPGI sheet shall be of TATA BSL/ JSW make.

Insulated Door:- 04 No’s of Single leaf Insulated door will be provided PPGI framed PUF paneled single leaf swing/overlap door size (900x2100) mm. The leaf shall be made up of 0.5mm PPGI sheet both the sides and of thickness 50mm. The insulated cold room door shall be provided with all necessary fittings like Al-drop, hinges, door handle etc.

Sliding Window:- • 04 No’s of uPVC/Aluminium framed clear glass sliding window size (1175x1175) mm will be provided with fittings aluminium grill and mosquito net. • 04 No’s of uPVC/Aluminium framed clear glass sliding window size (1500x1175) mm will be provided with fittings aluminium grill and mosquito net. The canopy (Sunshade) will be provided outer side of wall

False Ceiling:- Laminated Gypsum board grid size 600x600 mm will be provided with MS T and fittings.

Gutter & Downtake Pipe: The Gutter shall be done with 0.6mm PPGI sheet with standard dimensions approved by the engineers and Downtake pipe shall be provided to take the water down.

MS Structure:– Structure shall be pre-fabricated of Rectangular Hollow/Cold Form Sections RHS for Footing, Columns and Trusses, Cold Form Folded Sections for purlins and runners. The steel structure shall be designed as per IS- 800:2007 and as per wind load conditions applicable for the area mentioned in IS-875:1987. The RHS sections shall be used as per IS-4923 and the Cold formed sections shall be used as per IS-801:1975. All steel member surfaces will be prepared through wire brush with two coat primer and two coat enamel paint. The Structural framework shall design to withstand wind condition of 47m/s - in Seismic zone IV and ambient temperature range (-) 40 degree C to (+) 50 degree C. The building shall be designed for 25 years. The structure shall be of TATA/JSW/Apollo make.

Flashing & Hardware:- The prefabricated house shall be provided with U Channel, Internal and external flashing, Ridge flashings, Silicon Sealants, Rivets, Nuts, Bots, etc. for wall and roofs. Make (Applicator ) CND engineering , SML Pvt. Ltd., CACTUS .

Tensile Canopy

Providing Fabricating ,Assembling, painting, Hosting and Erecting in position including detailing of primary Steel Structure M.S RHS/SHS/CHS/Plates of thicknesses as per static analysis conforming to IS 4923/1161/2062 Grade 250MPA in profile . Fabrication of structural elements shall be done using ARC/SAW/MAW/welding process, including transportation, cutting , threading, machining, all leads and lifts up to all height. tools and plants and necessary scaffolding etc. required for all operation, The structural members shall be painted with first coat of Epoxy Primer DFT 30 micron, Final Coat Epoxy Paint 80 microns thick (to be applied in two coats) of which first coat shall be at ground and second coat after erection including touch -up of damaged area of already painted Surfaces if any, uptp all heights including. Designing, Detailing, Providing Fixing including Favrication, Assembling and Erection of roofing material as per Non Linerar Analysis Maintaining a min Safety Coefficient of 4. Roofing Material Should be PES PVC Coated Fabric (Make-Serge Ferrari,Sattler) with both side PVDF Lacquered/Coated, Weight min 900 gsm, Tensile Strength as per Non Linear Analysis with Safety Coefficient of min 4 and FR retardant. This work shall including raw material , patterning, forming, cutting Seaming(Welding), Fixing and installation with GI cables thickness as per Analysis, flashing, SS Swage End Grade 304 (if any), Galvanized membarane plate with Paint as per Specification etc. Complete as per direction of the Engineer-in- charge. Clamping &Fixing Plate should beAluminium Flat min 4 mm and 4mm thick or as per design requirement. Seam width should be single stroke & minimum 40mm wide. Standard Reducing Warranty on Roofing Material should be 15 year from Roofing Material Manufacturer/ Supplier. Make (Applicator ) MCCOY Architectural System, ISO Formed ,globle tensile structure.

M/s Prakash Uniyal