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| 1 | Remining work |
| 2 | Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. in width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. disposed earth to be leveled and neatly dressed:All kinds of soil. |
| 3 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leve 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size |
| 4 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand). |
| 5 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. |
| 6 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 8 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.Tremo Mechanically treated bars |
| 9 | Brick work in superstructure up to third storeywith mechanised autoclaved flyash lime brick conforming to 12894 ; 2002 of class desigation 100 in exposed brick work including making horizontal and vertical grooves 10 mm. Wide 12 mm deep complete in cement mortar 1:6. ( Used Banas/ Bikaner sand ) |
| 10 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 11 | Supply and fixing in cement mortar welded hand railing made out of M.S. round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. |
| 12 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: |
| 13 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : On New surface |
| 14 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. |
| 15 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving specification) and IRC : SP:63-2004 (guidelines for the use ofinterlocking concrete block pavement M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006)Category „C‟not denated on any it‟s faces like Hexagon, Rectangular, square shape as per IRC SP 63:2004 |
| 16 | Construction of Tube-well upto 100 Meter depth and above inall type of rocks by DTH system and over burden, toaccommodate casing pipe of following sizes in all types ofsoils and over burden including lowering of casing pipes, butexcluding cost of casing pipes as per IS : 2800 (Part I & II)1979 specifications. The work would be completed afterobtaining sand free water. The tube well should have athroughout bore as per nominal dia of casing pipe 200 mm |
| 17 | Supply of ERW M.S. black casing pipe ISI marked(IS:4270/1992) of grade Fe410 of following sizes at site of work 200mm Nominal bore of pipe |
| 18 | Supply of strainer pipes made of ERW M.S. black pipe ISImark of following sizes at the site of work including required size of slotting as per IS:8110-1985.200mm |
| 19 | Testing verticality of tube-well by plumbing system and yieldtest and draw down test by pumping system as per IS: 2800(Part II) 1979 |
| 20 | Supplying and installation of 32 mm dia G.I. pipe mediumclass IS 1239 marked in 3m length including all accessoriesand fittings required for installation of hand pump. |
| 21 | S & F tube well cover of M.S.sheet (6mm thick) with nutsand bolts complete for casing size:200mm |
| 22 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2.Using naturally occuring gravel |
| 23 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 24 | S & F cement concrete precast Kerb or Dand upto 60 cm length over 20mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of size :(20+25)/2x30 cm |
| 25 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401.For Grading I Material |
| 26 | AB Board. Providing and fixing of Pommel Horse of size not less than 2150mm (Length) x 800mm (Width) x 800mm. (Height), to enhance the flexibility of lower limbs, waist and abdomen. The main structure frame shall be made from G.I. pipe minimum of 80NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The handle frame be minimum of 32NB shall be made from “C” Class G.I. pipe. Closing Caps shall be made up of high quality Fiber reinforced Plastic material. High tensile steel with galvanized nuts and bolts shall be used for assembly. The powder coating shall be done with Pure Polyester powder Ackzonoble/ Berger/ Nerolac Paints with 60 to70 micron thickness complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. |
| 27 | Leg PressLEG PRESS : Area :- 0.40x1.77 MtrSafe Area :- Providing and the center pThe bottom support thickness is welded the remaining outer frame pipe. the foundation used for Ǿ 80mmmade from \"C\" c & 10 mm thickness, 25mmx25mm. to join the c 3mm thicness is used. the seats are size 330mmx3mm and size 250mmx 200mm. the footrests is made 130mmx311.77 mtr.-1x2.38mtr. fixing leg press made from \"B\" class G.I. p pipe is of Ǿ 115mm made from \"C\" class G.I. of M.S. round plate of Ǿ 250mm & at bottom. is of Ǿ 40mm made from \"C\" class G.I. foundation fixing is consist of three equal class G.I. pipe, M.S. round p x 3mm M.S. angle. centre pipe & outer frame seamless pipe of thickness fitted on the outer frame is made up of FRP material of 300mm of thickness 3mm & M.S. plate of is used to support it. from aluminum casting material, i 10mm & 5mm thickness. pipe, made pipe and 250mm, 10mm items i.e. plate of Ǿ 250mm angle. Ǿ 120mm & thickness 5 support its sizes are the frame of footrests consists of Ǿ 32mm made from \"C\" class G.I. pipe. closing caps made from top quality FRP material which is of 2 mm thickness. the inner bushes is made from seamless pipe, its diameter is 60mm & 5mm thickness. the pins used in are made up of Ǿ 25 mm hardened bright bar, the bearings used are of \"6205zz\" permanent lubricated sealed bearing of reputed make (FAG/SKF). the handles used are of rubber grip. high tensile steel with galvanized nut bolts are used for assembly. the serclips used for assembly are of Ǿ 25 mm. the powder coat is done by poly urethane & exoxy powder with 60 to 70 micron thickness. |
| 28 | Air SwingArea : - 1.72 Mtr x 0.63 Mtr Safe Area :- 2.54 Mtr x 1 MtrProvidingand fixing sky walker made from \"B\" class G.I. pipe. the main frame pipe is Ǿ 80mm made from \"C\" class G.I. pipe. the outer ring of sky walker is Ǿ 32mm made from \"C\" class G.I. pipe. for connecting the handle frame to main pipe Ǿ 60mm \"C\" class G.I. pipe is used. the bottom support of M.S. round plate of Ǿ 250mm x 10mm thickness is welded at bottom. the leg movement frame is of 50x50mmx2mm thick CRC square pipe. the handle frame is of Ǿ 40mm made from \"C\" class G.I. pipe. the foundation used for fixing is 80x40mmx3mm thickness C-channel. the footrests is made from aluminum casting material, its sizes are 130x310x5mm. closing caps made from top quality FRP material with 2mm thickness & plastic cap are used. the pins used are made up of Ǿ 25mm bright bar. the bearings used are \"6205zz\" & \"6203zz\" permanent lubricated sealed bering of reputed make (SKF/FAG). high tensile steel with galvanized nut bolts are used for assembly. the serclips used for assembly are of Ǿ 25mm. the powder coat is done by poly urethane & epoxy powder with 60 to 70 micron thickness. |
| 29 | Chin DipProviding and fixing of Push Up Bars of size not less than 1800mm (Length) x 680mm (Width) x 1550mm. (Height), To enhance the strength and stamina of the body. The main structure frame shall be made from G.I. pipe minimum of 100NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The handle frame minimum of 25 NB shall be made from “C” Class G.I. pipe. Closing Caps shall be made up of high quality LLDPE/Fiber reinforced Plastic material. High tensile steel with galvanized nuts & bolts shall be used for assembly. The powder coating shall be done with Pure Polyester powders of Ackzonoble/ Berger/ Nerolac Paints with 60 to 70 micron thickness complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement |
| 30 | Pull/PushProviding and fixing of Push Up Bars of size not less than 1800mm (Length) x 680mm (Width) x 1550mm. (Height), To enhance the strength and stamina of the body. The main structure frame shall be made from G.I. pipe minimum of 100NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The handle frame minimum of 25 NB shall be made from “C” Class G.I. pipe. Closing Caps shall be made up of high quality LLDPE/Fiber reinforced Plastic material. High tensile steel with galvanized nuts & bolts shall be used for assembly. The powder coating shall be done with Pure Polyester powders of Ackzonoble/ Berger/ Nerolac Paints with 60 to 70 micron thickness complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. |
| 31 | Tri TwisterProviding and fixing of Seating & Standing Twister of size not less than 1700mm (Length) x 540mm (Width) x 1250mm. (Height), to enhance flexibility of waist. Suitable for people of different ages except children. The main structure frame shall be made from G.I. pipe minimum of 100NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The bottom frame of the Seating & Standing twister be at least of 32 NB, 50 NB, and 25 NB shall be made from “C” class G.I. pipe. The handle frame of Seating & Standing twister of minimum 25 NB & Foot resting frame of seating side shall be made from “C” class G.I. pipe minimum of 25mm NB. The Twister plate to be fitted on the bottom frame shall be made up of M.S. Round Plate of minimum size 250 mm diameters and 10mm thickness. Closing Caps shall be made up of high quality LLDPE/Fiber reinforced Plastic material. High tensile steel with galvanized nuts & bolts shall be used for assembly. The powder coating shall be done by Pure Polyester powder of Ackzonoble/ Berger/ Nerolac Paint with 60 to 70 micron thickness complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in- charge to fulfill the functional requirement. |
| 32 | Eleptical cross TrainerProviding and fixing of Cross trainer of size not less than 1140mm (Length) x 625mm (Width) x 1750mm. (Height), to enhance the mobility of upper and lower limbs and improve the flexibility of joints. The main structure frame shall be made from G.I. pipe minimum of 80NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. The Handle Frame shall be made up of at least 25NB “C” Class G.I. Pipe. The footrests shall be made from LLDPE/Aluminum casting material of size not less than 130 mm X 310mmX5mm thickness and mounted on M.S. Plate of Size 130mmx310mmx3mm thick. High tensile steel with galvanized nuts and bolts shall be used for assembly. The powder coating shall be done with Pure Polyester powders of Ackzonoble/ Berger/ Nerolac Paints with 60 to 70 Micron thicknesses complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in- charge to fulfill the functional requirement. |
| 33 | Air Walker MACHINE PART DESCRIPTION OF THE AIR WALKER(a) Mounting plate(b) Center pillar(c) Trapezium shaped pipe(d) Cap(e) Holding pipe(f) Hinge supporter(g) Obtuse L shaped pipe(h) Rectangular pipe (i) Standing pad(j) Triangular hinge supporter 1 A circular mounting plate of diameter 233mm and thichness 8mm, 4 holes on this plate at 90 degrees of which P>C.D. 170mm hole diameter is 20mm. 2 On circular mounting plate a center pillar is welded. Diameter of center pillar is 114mm and height is 233mm. 3 Trapezium shaped pipe is welded to the center pillar from the middle at the base. Trapezium shaped pipe\"s upper portion is open with two branches. 4 Cap is on the two branches of upper portion/top of the branches are 925mm wide and length of each branch is 885m. At the base of the branches the gap is 925mm with a radius bend 235mm. 5 Open end of Trapezium shaped pipe is welded with a holding pipe. Holding pipe has a straight length of 810mm and a 90 degrees radius on the both sides, then a smallstraight length of 246mm. throught this small straight length holding pipe is welded to trapezium shaped pipe. Holding pipe is welded at an angle of 40 degrees to the open ends of trapezium shaped pipem height of joint is 1212mm. 6 Hinge support of length 126mm is welded on the branches of trapezium shaped pipe at a height of 1117mm from the base. 7 2 obtuse L shaped pipes are connected to the hinge supporter by the bushes. Bushes are welded at the upper portion of the obtuse L shaped pipe, Lower portion of obtuse L shaped pipe is welded with rectangular pipe of length 705mm, radius 124mm and short length 137mm. 8 On rectangular pipe standing pad are tightly screwed. Standing pad (foot rest) can be of plastic or metal. 9 Triangular hinge supporter are welded to the hinge supporter to provide better strength. Note : All the movable joints have a PIN BEARING in between, |
| 34 | Shoulder WheelProviding and fixing of Shoulder Wheel (2 Wheel) of size not less than 700mm (Length) x 1000mm (Width) x 1280mm (Height), to increase mobility of shoulder - elbow and hip-knee. The main structure frame shall be made from G.I. pipe minimum of 100NB “C” class welded with M.S. round base plate at least Ø250 mm & 10mm thick. High tensile S.S. nut bolts shall be used for assembly. The powder coating shall be done with pure Polyester powders from Ackzonoble/ Berger/ Nerolac Paints with 60 to 70 micron thickness complete in all respect including fixing the M.S. holdfast in cement concrete to hold the whole structure, under the directions of Engineer-in-charge to fulfill the functional requirement. |
| 35 | 150cm high fencing with angle iron 50x50x6mm. placed at every 3Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with 50x50x6mm. angle iron provided with 5 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. |
| 36 | Providing and Fixing Cushion Vinyl/Fully flexible Vinyl Flooring confirming to I.S.-3462 Flooring of approved make with fibre base using rubber base adhesives including rolling with light wooden roller complete :2.0 mm thick. |
