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| Sl. No. | Item Description |
| 1 | Seated PullerDimension: - 1778mm (length) X 685 mm (width) X2280 mm (Height.)Safe Area: - 3Mtr. X 1.25 mtr. Seated puller equipment is made of form MS Pipe of different NB.NB stands for nominal bore sizes i.e. internal diameter of pipe in millimeters.The Central main frame is made up of combination of Φ90mm x3mm thick & 100mm X 50mm MS PIPE and CR sheet (20”X12”) of 16 gauge for support & display.Bottom frame is made up of Φ90mm X 3mm thick MS pipe.All linkages, handle frame and seat frame are made up of Φ50 mm pipe of heavygauge.The seat frame is made up of (100mm X 50mm) MS pipe. In L & trapezium shape for support.To build structure bushes are used which are made form M.S seamless pipe of 63mm O.D and 10mm thickness.The bearing used are ball bearing 6205 zz permanent lubricated sealed bearing of reputed brand.The main frame and the linkage are fixed on the 10mm thick plate, the bearing shaft of Φ25mm dia is fixed on the capsule hole on the ends and covered with 70mm & 10mm thick plate, this cover is designed in such a way that it should cover the outer portion of the shaft and fixed by the spring lock and the high tensile steel with galvanized bolts. Same on each every linkage joint.Seat and back rest provided are made up of CR MS sheet, the sheet is supported by the heavy gauge channel, the sheet has sheet has uniform border with no joints.High tensile steel with galvanized nuts and bolts are used for assembly.The specialized powder coating of texture color inused. The foundation used for fixing the one side of bottom frame is made from the combination of 6 rod and the 2 thick plate (228.6mm&8mm) the rod is 760mm long and 3/4\\" thick & at the one end of the rod BSW threading is done for the adjustment of the level of the main frame these 6 rods are welded to together with support 35mm X 35mm MS Angle of 5mm thickness and the adjustment is done by the nuts. Same to be done on other side.The cerclips used for assembly are of A24mm.All the ends of the structure are closed and properly welded.One end of seat frame is fixed with high tensile rubber. |
| 2 | TRIPLE TWISTERDIMESNION: - 1980MM (LENTH) x 1980 mm (WIDTH) X 2080 mm (HEIGHT.)SAFE AREA: - 2.5Mtr. X 2.5 Mtr.Triple twister equipment is made from MS pipe of different NB for nominal bore sizes i.e. internal diameter of pipe in millimeters.The Central main pipe is Φ115mm X 5mmthick MS pipe.The bottom of central pipe is welded with support of MS round plate Φ225mm & 8mm thick. The bottom of frame is made from 90mm X 3mm thick MS pipe each bottom frame are connected to central pipe with two half curved shaped MS flat(100mm X 203mm)The handle frame is of 35 OD X3mm thick made form MS pipe in capsule shape.There is hole of 25mm on base plate for the adjustment the level of the equipment.Pins used of diameter. 35mm are made from SAE 8620 bright material there are two types of bearing used tapered bearing and ball bearing (6306 zz permanent lubricated sealed bearing) of reputed brand the whole console of pins is designed in lock and key and the special “TT” spring lock pattern is used so that the bearing and the plate console cannot be taken out there will be special spring lock between the bearing block for safety.High tensile steel with galvanized nuts and bolts are used for assembly.The specialized powder coating of texture colour The foundation used for fixing the central pole made from the combination of 3rod and the Φ225mm & 8mm thick M.S plate the rod is 760mm long and 3/4\\" thick & at the one end of the rod BSW threading is done for the adjustment of the level of the main frame these three rods are welded together with 35mm X 35mm MS Angle of 5mm thickness. The top ends of the structure are closed and properly welded.The twister plate are made from Φ350mm X6mm thick chakkar plate the border cover of plate is 50mm X6mm thick M.S flat and the base of the twister plate is welded with special pin console (Φ90mm &15mm thickness) and with the flat for support.The bottom of the bottom frame is welded with support if T shaped “C” channel heavy gauge (76mm X 38mm) |
| 3 | PARALLEL BAR DIPSDIMENSION:- 1700MM (LENGTH) X685 MM (WIDTH)1930 MM (HEIGHT)SAFE AREA: - 2 mtr. x 1 mtr.Parallel bar dips equipment is made up from MS pipe of different NB. NB stands for nominal bore size i.e. internal diameter of pipe in millimeters.The Central main frame is made up of combination of (Φ90mm X 3mm thick & 100 mmX50mm MS pipe and CR sheet (20X12) of 16 gauge for support and display.Bottom frame is made up of (90mm X3mm) thickMS pipe 1676 mm long & 279 mm height.The linkage handle for the parallel bar dips are made up to 50mm MS pipe of heavy gauge. Both the side handles are kept at different level so that everyone can use it at one end handle should be at 1041mm height from the base frame and other at 914mm height from the base frame.High tensile steel with galvanized nuts and bolts are used for assembly.The specialized powder coating of texture colour is used.The foundation used for fixing the one side of bottom frame is made form. the combination of 6 rod and the 2 thick plate (228.6mm&8mm) the rod is 760mm long and ¾” thick and at the one end of the rod BSW threading is done for the adjustment of the level of the main frame these 6 rods are welded together with support 35mmX35mm MS angle of 5mm thickness and the adjustment is done by the nuts. Same to be done on other side.All the ends of the structure are closed and properly welded. |
| 4 | ABDOMINAL BOARDDimension:- 1930mm (length) X 1778 mm (Width) X 1498 mm (Height)Safe Area:- 2.5 Mtr. X 2 Mtr.The ABDOMINAL BORAD equipment is made from MS PIPE of different NB.NB stands for nominal bore sizes i.e internal diameters of pipe in millimeters.The Central main frame in made up of combination of M.S pipe (Φ90mm X 3mm) thick & (100 mm X 50mm) and CR sheet (20\\"X12\\") of 16 gauge for support and display.The frame of sit up board is having boundary of 25.4mm MS pipe and Capsule MS Pipe (63mm X25.4mm) placed horizontally though out the frame the sit up board is supported by (100mm X50mm) MS pipe.The Remaining frame of sit up board is made up to combination of MS pipe (90 mm X 3mm thick) as pillars set up certain degree & (100mm X 50mm) MS pipe for supporting the main frame and the sit up board frame the leg support is made up of (Φ90mm X 533mm) MS pipe long are joint together by capsule pipe (65mm) ends of the leg support should be covered with ABS covering The bottom of central frame is supported by MS round plate of Φ228.6mm & 8mm thick.The foundation used for fixing the main frame is made from the combination of 6rod and the 2 thick plate (Φ228.6mm & 8mm) the rod is 760mm long and 3/4\\" thick & at the one end of the rod BSW threading is done for the adjustment of the level of the main frame these 6 rods are welded together with support 35mm X 35mm MS angle of 5mm thickness and the adjustment is done by the nuts and the supported frame poles is fixed by four T shaped \\"C channel heavy gauge (76 mmx 38 mm), there are holes of 25 mm on base plate for the adjustment of level the equipment. High tensile steel with galvanized nuts and bolts are used for assembly.The specialized powder coating of texture colour is used.All the ends of the structure are closed and properly welded. |
| 5 | LEG PRESSDimension:- 2220mm (Length) X 685 mm (width) x 2311mm (height)Safe Area:- 3.15 Mtr. X 1.5 Mtr.Leg press equipment is made from MS pipe of different NB. NB stands for nominal bore sizes i.e. internal diameter of pipe in millimeters.The main frame is of Φ90mm X 3mm thick & 100mm X 50mm MS PIPE and CR sheet (20\\"X12\\") of 16 gauge for support & displayThe bottom of central frame is welded a pair of support of MS round plate of 225mm &8mm thick.For maintaining the posture the rubber handle is placed on the on the main sleeve frame on 25.4NB.The sleeve frame is made up of 63.5NB, this sleeve can be disassembled from main frame the sleeve frame is supported by 63.5NB from top and 50.8 NB from mid.There are holes of 25mm on base plate for the adjustment of level of the equipment.Foot rest in made up of combination of chakkar plate & flat (30.48mm)is welded on the border.The foot rest (150mm X 350mm) is fixed on the MS frame of (100mmX50mm) the MS frame is made little tapered.The bearing used are ball bearing 6205 permanent lubricated sealed bearing of reputed brand.The pins used are made up of 25mm SAE 8620 bring material.To build structure bushes are used which are made from MS seamless pipe of 80mm O.D and 10mm thicknessSeat and back rest provided are made up of CR MS sheet the sheet is supported by the heavy gauge channel the sheet has uniform border with on joints.High tensile steel with galvanized nuts and bolts are used for assembly.The specialized powder coating of texture colour is used.The foundation used for fixing the main frame is made from the combination of 12 rod and the 4 thick plate (228.6mm X 8mm) the rod is 760 mm long and 3/4\\" thick & at the one end on the rod BSW threading is done for the adjustment of the level of the main frame these 12 rods are welded together with support 35mm X 35mm MS angle of 5mm thickness and the adjustment is done by the nuts. The main frame and the sleeve are fixed on the 10mm thick plate the bearing shaft of 25mm dia is fixed on the capsule hole on the ends and covered with 70mm & 10mm thick plate this covered is designed in such a way that it should cover the outer portion of the shaft and fixed by the spring lock and the high tensile steel with galvanized bolts. All the ends of the structure are closed and properly welded.One end of sleeve frame is fixed with high tensile rubber.The cerclips used for assembly are of A24mm. |
| 6 | AIR WALKERDimension:- 2501mm (length)X76mm (Width)X2095mm (Height) Safe Area:- 2.5 mtr X 1.9 mtr.The air equipment is made from MS PIPE of different NB. NB stands for nominal bore sizes. i.e. Internal diameter of pipe in mm. the central main frame is made up of combination of dia Φ90 mm x 3mm thick & 100 mm x 50 mm MS pipe and CR sheet (20\\" x 12\\") of 16 gauge for support and display. The pillars of main frame are made up of dia 90 mm x 3 mm thick MS pipe.To build structure bushes are used which are made from MS seamless pipe of 63 mm OD and 10 mm thickness.the sleeve frame is made up of 63.5 NB , this sleeve can be disassembled from main frame, the sleeve is supported with flat & o 63 mm MS pipe from the top and at the other end foot rest is attached with two flat (254 mm x 63 mmm)The MS pipe of dia 50 mm is bended in \\"c\\" from to attach the main frame and pillars.The foot rest (152 mm x 368 mm) is fixed on the sleeve frame, foot rest is made up of combination of chakkar plate & flat (30.48 mm) is welded on border. The main frame and pillars are attached with supporting pillars dia 50 mm MS pipe. For safety and supporting reasons. the foundation used for fixing the main frame and the pillars is made from the combination of 12 rod and the 4 thick plate (dia 228.6 mm & 8 mm) the rod is 760mm long and 3/4\\" thick & at the one end of the rod BSW threading is done for adjustment of the level of the main frame, these 12 rods are welded together with support 35 mm x 35 mm MS angle of 5 mm thickness and adjustment is done by the nuts & the supporting pillars. The foundation used for fixing the supporting pillars is fixed by four T shapes \\"C\\" channel heavy gauge (76 mm x 38 mm) and all the T shaped \\" C\\" channel are joined together with support 35 mm x 35 mm MS angle of 5 mm thickness. To build structure bushes are used which are made from MS seamless pipe of 63 mm OD and 10 mm thickness.The bearing used are ball bearing 6205 zz permanent lubricated sealed bearing of reputed brand.High tensile steel with galvanized nuts and bolts are used for assembly. The cerclips used for assembly are A24 mm.The specialized powder coating of texture colour is used. All the ends of structure are closed and properly welded |
| 7 | Cross walkerDimension: - 1930 mm (length) x 990 mm (width) x 1778 (height). Safe area: - 2.5 mtr x 1.5 mtr.The cross walker equipment is made from MS pipe of different NB. NB stands for nominal bore sizes. i.e. Internal diameter of pipe in millimeter. The main frame is made up of combination Φ90mm x 3mm thick M.S pipe, 100mm x 50mm MS PIPE and CR sheet (20”x 12”) of 16 gauge for support and display & the Supporting frame is made up of combination 90mm x 3mm thick MS pipe & 100mm x 50mm MS PIPE, both the main frame and Supporting frame ar joined together through 100mm x 50mm MS PIPE. The Handle frame is made up to Φ50mm M.S pipe & 35mm M.S pipe.To build structure bushes are used which are made from M.S Seamless pipe of 63 O.D and 10mm thickness.The linkage Frame consist of portion, Each portion is made up of combination M.S pipe (50mm square) and M.S flat (50mm x 5mm thick) on both the side and The foot rest (152mm x 368mm) is fixed on the both the ends of each portion, foot rest is made up combination of chakkar plate & flat (30.48mm) is welded on the border.The linkage Frame and the handle are fixed on the 571mm x 6mm thick plate, the bearing shaft of 25mm dia is fixed on the capsule hole on the ends of thick plate and covered with 70mm & 10mm thick plate, this cover is designed in such a way that it should cover the outer portion of the shaft and fixed by the spring lock and the high tensile steel with galvanized bolts. Same on each every linkage joint.The foundation used for fixing the frame and the pillars is made from the combination of 12 rod and the 4 thick plate (Φ228.6mm &8mm), the rod is 760 mm long and 3/4\\" thick & at the one end of the rod BSW threading is done for the adjustment of the level of the main frame. These 12 rods are welded together with support 35mm x 35mm MS Angle of 5mm thickness and the adjustment is done by the nuts & the supporting pillars.The foundation used for fixing the supporting pillars is fixed by four T shaped “C channel” heavy gauge (76mm x 38mm) and all the T shaped “C channel” are joined together with support 35mm x 35mm MS Angle of 5mm thickness.To build structure bushes are used which are made from M.S Seamless pipe of 63mm O.D and 10mm thickness.The bearing used are ball bearing 6205 zz permanent lubricated sealed bearing of reputed brand.High tensile steel with galvanized nuts and bolts are used for assembly. The cerclips used for assembly are of A24mm.The specialized powder coating of texture colour is used. All the ends of the structure are closed and properly welded. |
| 8 | Security Room & Boundary WallClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer. In area of light jungle |
| 9 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 11 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. |
| 13 | Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto two stories |
| 14 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressum ers and cantilevers. |
| 15 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars. |
| 17 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) |
| 18 | Pointing on stone masonry in cement sand mortar 1:3 (1cement : 3 sand) : Deep groove pointing |
| 19 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 20 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::EarthIncluding All Lead Lift |
| 21 | Random rubble dry stone Kharanja (soling) under floor. |
| 22 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 23 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar M-25 Grade Concrete (1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) -As per design mix) |
| 24 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 25 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red / Chocolate Colour)Above 3601 Cm2 Slabs |
| 26 | Kota stone slab flooring 25mm thick 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) :Area of each slab 900 to 2000 sqcm |
| 27 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. |
| 28 | Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm diameter |
| 29 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers. |
| 30 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. |
| 31 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces. |
| 32 | Football ground With LownSupplying and stacking good earth at site of work. Note: 1) Loading, unloading and carriage to be paid extra as per actual lead. (2) Earth measured in stacks will be reduced by 20% foe payment |
| 33 | Supplying and stacking of well decayed cow dung manure at site. |
| 34 | Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately). |
| 35 | Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. (The good earth shall be paid separately)In rows 7.5 cm apart in either direction |
| 36 | Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. |
| 37 | Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres. |
| 38 | Supply and fixing different type of steel pre-fabricated garden bench/ jhula/ slides and other children play items made of steel duly painted as per approved design and specifications by engineer in-charge made of MS pipe, Flats, rectangular hollow section or other steel sections duly welded and or nut bolted where ever required, rubbing and buffing welded joints to make safe for use of children and painted in approved pattern complete as required. |
| 39 | Compacting original ground Loosening upto a level of 500 mm below the subgrade level watered, graded and compacted in layers by vibratory roller 8-10 tonne to meet requirement of table 300-2 for subgrade construction as per MoRT&H specification clause 305.3.4. |
| 40 | Athletic track &Side Develap ment of GroundBrick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 41 | Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) : |
| 42 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 75mm thick |
| 43 | Providing, hoisting and fixing upto two stories precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centring, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete but excluding cost of reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar |
| 44 | Topographic Survey with a grid area of 15MX15M, includes all features such as structures (bridges, culverts etc.) utilities, existing roads, electric and telephone installations (both O/H as well as underground), huts, buildings, fencing and trees, oil, water and gas lines etc. using Total Station and develop a drawing in AUTO CAD format using the layering system and Geo referencing including supply of detailed drawings (with DGPS) in appropriate scale in A-2 size complete in all respect. For preparation of plans of open areas Upto 10 hectare |
| 45 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - II Material |
| 46 | Filling with locally available river sand at all levels including watering ramming consolidating and dressing complete including cost of sand.(incuding As hen As required 20mm Grit ) |
| 47 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machi nery, lighting, guarding and maintenance of diversionl Grading - II Material including As hen as required Crusser dust & Murruum |
| 48 | Pavilion &Change Room ith ToiletCentring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 49 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 50 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick. |
| 51 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) |
| 52 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) |
| 53 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar M-30 Grade Concrete |
| 54 | Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 55 | Random rubble masonry with hard stone in foundation and plinth :Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. |
| 56 | Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : One face dressed. Red sand stone |
| 57 | Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing. |
| 58 | Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in each stone and supported on and including with bricks cove of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade: Red sand stone: With bricks |
| 59 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. White sand stone |
| 60 | Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 75 mm thick |
| 61 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.South (Red) 1501 Cm2 to 3600 Cm2 Tiles |
| 62 | Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work |
| 63 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-incharge and finished smooth. Granite Stone of approved shade |
| 64 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers. |
| 65 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. |
| 66 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 67 | Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading 20x3mm with suitable screw at not exceeding 150mm distance etc. complete. |
| 68 | Providing and fixing fully panelled/partly panelled/ double leaf shutter frame for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - 'A' and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 35 mm thick Nigeria wood grade I |
| 69 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formaldehyde resin in glue both sides including approved ISI marked Stainless Steel butt hinges fittings with necessary screws complete as per annexure 'A' : 25 mm thick Decorative teak veneer both side |
| 70 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter to be measured) |
| 71 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including black enamelled ISI marked M.S butt hinges with necessary screws. Kiln seasoned and chemically treated Hollock wood 30 mm thick |
| 72 | Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
| 73 | Extra for Mirror polishing on marble work where ever required to give high gloss finish complete. |
| 74 | Extra in marble flooring work for upto 50 mm wide strip of Green/White/ Jaisalmer stone in flooring work as per direction of Engineer in-charge |
| 75 | P & F 1st quality Heavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absorption less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grouting the joints with white cement and matching pigment etc complete. size 600 mm X 1200 mm |
| 76 | Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter |
| 77 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Single push fit Coupler : 110 mm |
| 78 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single tee with door : 110x110x110 mm |
| 79 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm |
| 80 | Grading roof for water proofing treatment with water proofing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 81 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 82 | Extra for lining out plaster to imitate stone or concrete blocks walling |
| 83 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing |
| 84 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. |
| 85 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 86 | Tube weellConstruction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe:200 mm dia Nominal bore |
| 87 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985 of following nominal bore sizes at site of work200 mm dia. |
| 88 | Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 16mm (suitable above 50mm & up to 75mm OD pipe) |
| 89 | Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .for vertical installation 50 mm OD 6 kg / cm2 |
| 90 | Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . for Horizontal installation 50 mm OD 4 kg/ cm2 |
| 91 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .150 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. 7.5 HP, 3-Ø, (76 - 96)Mtr, (285-180) LPM |
| 92 | SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . For Three phase Submersible / Mono block pump 7.5 HP to 10.0 HP ( DOL starter ) |
| 93 | P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 16.0 Sq.mm 3 core flat / Round |
| 94 | Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size:200 mm dia |
| 95 | Electrical WorkWiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure 'A' attached with this BSR Short point (up to 3 mtr.) |
| 96 | Medium point (up to 6 mtr.) |
| 97 | Long point (up to 10 mtr.) |
| 98 | Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988)accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10 A modular switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, makingconnections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter-53, 54 & 56. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR On board |
| 99 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 25 mm |
| 100 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 40 mm |
| 101 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 1 x 1.5 sq.mm |
| 102 | 1 x 2.5 sq.mm |
| 103 | 1 x 4.0 sq.mm |
| 104 | 1 x 6.0 sq.mm |
| 105 | P & F 1.2 mm thick G. I. / M .S. Sheet boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 200mm x 250mm x 75mm |
| 106 | 200mm x 250mm x 100mm |
| 107 | 300mm x 375mm x 100mm |
| 108 | P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, wash ers/zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 4.8 mm thick |
| 109 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Single pole MCB (With B/C curve tripping Characteristics 6 A to 32 A rating |
| 110 | Triple pole MCB (With B/C curve trippingCharacteristics 6 A to 32 A rating |
| 111 | Four pole MCB (With B/C curve tripping Characteristics) 100 A rating |
| 112 | Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Metal door (Three phase) Per phase isolation, Horizontal IK-09 and IP-43 with Metal end box 12 Way(Incomer 8,Sub Incomer2+2+2) |
| 113 | Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) with CM/L no. printed and made out of unbreakable and fire retardant vergin UV Stabilized Polycarbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating ,minimum width of switch toggle( PUSH PART ) should not less then 20mm, including all as per pre approved by Engineer in-charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 10 A one way switch |
| 114 | Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) with CM/L no. printed and made out of unbreakable and fire retardant vergin UV Stabilized Polycarbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating ,minimum width of switch toggle( PUSH PART ) should not less then 20mm, including all as per pre approved by Engineer in-charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 16 A one way switch With Led Indicator |
| 115 | Providing & Fixing of modular type lockable feature socket duly made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating , including all as per pre approved by Engineer in-charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 6 A 3/5 pin shuttered socket |
| 116 | Providing & Fixing of modular type lockable feature socket duly made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating , including all as per pre approved by Engineer in-charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 6/16 A shuttered socket |
| 117 | Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printed made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating , including all as per pre approved by Engineer in-charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 5 step fan regulator 2 Module 360 dgree rotating |
| 118 | Providing & Fixing of following size mounting grid plates with cover plates made from fire retardent UV established high-performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .4 Module |
| 119 | Providing & Fixing of following size mounting grid plates with cover plates made from fire retardent UV established high-performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .8 Module |
| 120 | Providing & Fixing of following size mounting grid plates with cover plates made from fire retardent UV established high-performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .12 Module |
| 121 | Providing & Fixing of Wiring Accessories OEM fabricated following size virgin material UPVC modular boxes on surface suitable for modular accessories as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .1-2-3 Module |
| 122 | Providing & Fixing of Wiring Accessories OEM fabricated following size virgin material UPVC modular boxes on surface suitable for modular accessories as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .6-8 Module |
| 123 | Providing & Fixing of Wiring Accessories OEM fabricated following size virgin material UPVC modular boxes on surface suitable for modular accessories as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .10-12 Module |
| 124 | Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost of ISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification of Wiring accessories refer Chapter-56 related item & For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 125 | Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 126 | Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) |
| 127 | Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminium housing with in built driver , System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" att ached with this BSR .1170mm(+/-10%) LED batten with min. lumen output 2200 lm |
| 128 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 10.0 Sq. mm4 core |
| 129 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR25.0 Sq. mm3.5 core |
| 130 | Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .High Power LED Flood Light Minimum lumen output 12400 lm |
| 131 | Supply installation testing & Commissioning of high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 – 2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by piecewise single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, integral power tool accesible from door with padlocking arrangement (winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, Stainless steel 6 mm dia. wire ropes (AISI 316, 7 / 19 costruction 3 no. rope for lantern carrage & 2 no. rope for winch assembly ) foundation bolt, torque limiter,EPR insulated PCP sheathed 5 core x 2.5 Sq.mm trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135.etc. as required on Existing Foundation. ( See table P - 03 for specs.) OEM Must have Type test certificate for wind tunnel test . All as per pre approved by Engineer in-charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .12.5 Mtr HM (in 2 section) suitable for 6 No. Luminaries 2 no. rope for lantern carrage & 2 no. rope for winch assembly |
| 132 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Poles with Octagonal Cross Section 6 Mtr. |
| 133 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Double arm overhang |
| 134 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .A) Excavation of Pit for Foundation Size upto required depth from Ground level( B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.( C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness(D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.( E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal( F) Providing & Fixing of 2 no. Req uir ed Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommend ations.( G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.( H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.Pole Foundation for Octagonal pole from 3 Mtr. To 6 Mtr. |
| 135 | Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR High Power LED Flood Light Minimum lumen output 10000 lm |
| 136 | Sanitary WorkProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &testing of joints complete as per direction of Engineer in-charge. External work 40 mm nominal outer dia .Pipes. |
| 137 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &testing of joints complete as per direction of Engineer in-charge. External work 25 mm nominal outer dia .Pipes. |
| 138 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &testing of joints complete as per direction of Engineer in-charge. External work 20 mm nominal outer dia .Pipes. |
| 139 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting andthreading the pipe etc. complete : 25 to 40 mm nominal bore |
| 140 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting andthreading the pipe etc. complete :50 to 80 mm nominal bore |
| 141 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20 mm nominal bore |
| 142 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore |
| 143 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal boreHorizontal |
| 144 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 145 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore. |
| 146 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore |
| 147 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore. |
| 148 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore |
| 149 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 165mm long. Weighing not less than 110 gms |
| 150 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.25 mm nominal bore, 152mm long. Weighing not less than 440 gms. |
| 151 | Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40gms. |
| 152 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 153 | Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100 mm size P type. With bricks class designation 75 |
| 154 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) |
| 155 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 156 | Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C automatic flushing cistern, with fittings, standard size G.I. flush pipe for back and front flush with standard spreader pipes with fittings, G.I. clamps and C.P. brass coupling complete including painting of fitting and cutting and making good the wall and floors etc. wherever required : Range of three squatting plates with 10 litter P.V.C. automatic flushing cistern. |
| 157 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers. |
| 158 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. |
| 159 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White |
| 160 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : White solid plastic seat with lid |
| 161 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 162 | Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 265mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighting not less than 263gms. |
| 163 | Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. weighing not less than 105 gms. |
| 164 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour.600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. |
| 165 | Providing and fixing toilet paper holder :C.P. brass |
| 166 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 167 | Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) for following depth below NGL.Depth upto 3.0 m |
| 168 | Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.110mm |
| 169 | Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.160 mm Nominal Dia |
| 170 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ de p ths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 160 98 (Part 2) amended upto date in trenches in complete including all material, labo ur, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspectio nch avmbers. Pipe in the manhole/inspection chamber’s wall shall deemed to be in cluded in the item of manhole/inspection chamber shall not be payable. 200 mm ID |
| 171 | Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sieve, 20 to 50 % passing through 10mm sieve and 100 % retain on 6.3mm sieve, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer. 200 mm internal diameter |
| 172 | Providing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 0.56m and depth upto 0.90 m, including concreting PCC M-10 grade (1:3:6) for 225mm thick foundation including curing compaction and foRM work etc complete, PCC M15 for benching and channel portion, PCC M15 for fixing the manhole frame and cover using stone aggregate 20mm Nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction ofmasonry and roof. Supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of560mm ,including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note-Only Excavation work will be measured and paid separately |
| 173 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.0m, vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150/225/300/600 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS foot steps / SFRC foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc. complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + 50mm) |
| 174 | Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150/225/300/600 mm for constructing extra depth of manhole beyond depth mentioned in item no-17.59.1 as per drawing. Please Enable Macros to View BoQ information |
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