The guns, binocular mounts, rangefinder and other small fittings are uniformly excellent. Delhi Schedule of Rate includes the existing item of DSR with deletion of few obsolete items, merger of similar items and addition of new items in line with emerging trends in construction industry. The ship has a well deck in the stern that teak dowel plugs error accomodate landing barges. All passenger ships are erro in white plastic except QE 2 which is made in a very light grey plastic. There is teak dowel plugs error no surface detail on the gun turrets tewk superstructure parts, the main battery turrets are the wrong shape. The seams are very nice and the engraved detail is nothing short of awesome.

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Mouldings and Millwork. Packaging and Transportation. Power Tools. Tooling: All Categories Enhancements and Accessories. Wood Turning. General Resources. Member Resources. Nuts each This includes testing of joints complete as per direction of the Engineer in charge. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. External work PIPES Internal work - Exposed on wall Concealed work, including cutting chases and making good the walls etc.

Pipes complete with G. Each Heavy class : Union in G. Union in existing G. Brass extension nipple size 15mmx50mm of approved make and quality as per direction of Engineer-in-charge. The tail pieces if required will be paid separately : Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : : Standard specials suitable for mechanical jointing as per IS : : Specials of Class K - 12 suitable for mechanical jointing as per IS : : Double Flanged Pipe metre The pipe length inserted in the fitting shall not be measured for payment Inernal work Exposed on wall The pipe length inserted in the fitting shall not be measured for payment Internal work - Concealed Pipe Reducer Elbow 90 Reducing Elbow 90 Equal Tee Reducing Tee Male Thread Tee Female Thread Tee Valve Connector Female Threaded Elbow 90 Male Threaded Elbow 90 Cap Pipe Bridge Tee mm each NOTE : - The rates given for all the items under sub-head Drainage are applicable to work executed in soils above sub- soil water level.

Extra allowance has to be made for work under sub- soil water level. Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately : Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately : Length of pile for payment shall be measured from top of shoe to the bottom of pile cap : Length of pile for payment shall be measured upto to the bottom of pile cap : Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap.

Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Glazing, paneling and dash fasteners to be paid for separately : Cost of aluminium snap beading shall be paid in basic item : Minimum anodic coating of grade AC 15 sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: and IS: , fixed with dash fastener of required dia and size Dash fastener to be paid for separately.

Only weight of grill to be measured for payment. Joints sealed and grouted with cement slurry mixed with water proofing compound. Overlaps at joints of PVC sheet should be mm wide and pasted to each other with bitumen 1. This layer will be allowed to air cure for 4 hours. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Overlaps of joints of fibre cloth should not be less than 10 cm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours.

The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. For the purpose of measurement the entire treated surface will be measured. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc. Softening point of membrane not less than C. The laying of membrane shall be Oak Dowel Plugs Limited got done through the authorised applicator of the manufacture of membrane.

Over the primer coat the layer of membrane Kreg Dowel Plugs 50 shall be laid using butane torch and sealing all joints etc. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.

The material shall meet the requirements as specified in ACIR i. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

The material shall meet the requirements as specified in ACI- R i. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage.

The crystalline dry-shake shall be capable of self-healing of cracks up to a width of 0. The work shall be carried out all complete as per specification and the direction of the engineer-in- charge.

Once crystalline mortar is touch dry then finally applying two coats of integral crystalline slurry 0. The crystalline mortar shall be tightly rodded into tie rod holes or packed tightly For 25x25x25 mm tie rod hole, use 0. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint 3.

Over the primed surface swellable type water stop tape shall Teak Dowel Plugs Tab be placed. S bail plug mm dia each Tubes, M. 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.

Note:- 1 The elevational area of the scaffolding shall be measured for payment purpose. The item includes cost of material such as cleats, sleeves, screws etc. Nothing extra shall be paid on this account. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes 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 structural glazing as specified, cleaning and protection till the handing over of the building for occupation.

In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing including width of grooves on the external face shall be measured in sqm.

Note:- 2. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Tests to be conducted on site. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.

The insulation layer shall have facing factory bonded on surface 10f the fibre glass insulation layer , of black non-woven fibre glass tissue of nominal thickness 0. For payment, only the actual area of glass on face 1 of the glass panels but excluding the area of grooves and weather silicone sealant provided and fixed in position, shall be measured in sqm.

Base frame work for ACP cladding is payable under the relevant aluminium item. 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.

For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. S screws with plastic rawl plugs each Minimum thickness to be 7. The cladding shall be laid over backlayment of 1. It shall have 10mm wide, 25mm deep groove to fit in panels.

All styles and rails shall have profiled interlocking system locked in place by bamboo pins, all complete as per direction of Engineer in charge. The panelling will be paid for separately. The panels shall have profiled interlocking system locked in place with bamboo pins all complete as per directions of Engineer in-charge. Area of opening for panel inserts excluding portion inside grooves or rebates to be measured. I screws all complete as per directions of Engineer-in charge.

The frame shall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastener with necessary stainless steel screws, all complete as per directions of Engineer-in-charge. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity.

Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a W configuration as longitudinal parallel channels.

The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent where required etc. One job means 8 hour's duty. Galvanised iron perimeter wall angle of size 24x24x0.

S screws. The work shall be carried out as per specifications, drawing and as per directions of Engineer-in-Charge. Galvanised iron perimeter wall angle of size 22x19x0. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. This same channel is then to be fixed in horiziontal direction at mm center to center so as to form a grid of mm x mm. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50mm wide 90 metre roll and two coats of primer suitable for panelling as per manufacturer's specification as per direction of Engineer-in-Charge all complete.

The exposed bottom portion of all T-sections used in false ceiling support system shall be pre- painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. The payment shall be made on the basis of actual weight of approved grout injected. Note: Rates shall include the providing necessary ground wires etc.

The levelling gauges, if used, shall be paid for separately. The slots will be along centre line of webs and shall be spaced minimum mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings.

The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. Kg A grove of 2 mm to 3mm shall be maintained and groves shall be sealed with silicon based sealant.

The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish. The fabric mesh shall be made of 3 mm dia G. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge.

The top face of the panel shall be provided and finished by applying mm thick layer of cement concrete The form work includes of beam components i. The tolerance of finished panels to be -1 mm , and shall conform to IS Pins and wedges to be made of high grade mild steel,all complete as per direction of Engineer-in- charge.

Cost of RCC work shall be paid seperately sqm C work in walls etc. Tubular frames for doors, windows, ventilators and cupboard with 15x3 mm lugs 10 cm long embedded in cement concrete blocks 15x10x10 cm of mix. Fan clamps in existing R. Open navigation menu. Close suggestions Search Search. User Settings. Skip carousel. Carousel Previous. Carousel Next. What is Scribd? DSR Vol. Uploaded by Joe. Document Information click to expand document information Date uploaded Feb 06, Did you find this document useful?

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