Tender For Multi Sports Facilities Development Work Under Various Flyovers Of Lucknow City - Parking Area Development of Space Under Flyover Polytechnic-Munshipuliya Area 2 EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earthas directed by the engineer I/C within a lead of 30 m. from foundation trenches. DSR 2.1.1 3 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Specfication and direction of Engineer In charge with material conforming to gradeII (Sieve range 53mm to 0.075mm) having CBR value 25 4 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.(Exclusive G.S.B.) 5 Supply and fixing of M.S. iron railing 1.2 mtr high of approved design having vertical M.S. iron pipe, 14 Gauge of outer dia 41mm molded at rop at the inner dia 200mm connected together with M.S. pipe, 14 gauge of outer dia 25mm at three palces 40mm long and at the clear distance from bottom 125mm filled also with 25mm outer dia pipe continuously total height of railing legs 970mm except outer legs which embedded minimum 125mm in the base with 1:2:4 C.C. of size 230x230x230 mm hole in base . The railing have also two plates of size 230x230 mm squire and circular 14 gauge plane sheet, squire plate weld double on legs and circular plate in between semi circular head as per attaced drawing including cost of all material, labour and T&P etc. required for proper completion of work, and as per direction of E/I. 6 Skating ZoneDevelopment of Space Under Flyover Polytechnic-Munshipuliya Area 7 EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earthas directed by the engineer I/C within a lead of 30 m. from foundation trenches. DSR 2.1.1 8 Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR 4.1.8 9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 10 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm 11 Supply and fixing of Stainless steel bench of approved size or as directed by engineer in charge complete. 12 Cafeteria Area Development of Space Under Flyover Polytechnic-Munshipuliya Area 13 EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earthas directed by the engineer I/C within a lead of 30 m. from foundation trenches. DSR 2.1.1 14 Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR 4.1.8 15 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 16 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) 17 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 18 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) 19 12 mm cement plaster of mix :13.4.1 1:4 (1 cement: 4 coarse sand) 20 Centering and shuttering including strutting, propping etc. and removalof form for Lintels, beams, plinth beams, girders, bressumers andcantilevers 21 Centering and shuttering including strutting, propping etc. and removalof form for Suspended floors, roofs, landings, balconies and accessplatform 22 Reinforced cement concrete work in walls (any thickness),includingattachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.2.2 23 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR Item No. 5.22.6 24 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 25 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 26 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 27 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 28 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary 29 Providingandlayingvitrifiedfloortilesindifferentsizes(thicknesstobe specifiedbythemanufacturer)withwaterabsorptionlessthan0.08%and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. 30 design and patterns, in linear as well as curvilinear portions of the buildingall complete as per the architectural drawings with 18 mm thick stoneslab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and as directed by theEngineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent 31 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Specfication and direction of Engineer In charge with material conforming to gradeII (Sieve range 53mm to 0.075mm) having CBR value 25 32 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.(Exclusive G.S.B.) 33 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm 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 and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - exposed face fine dressed with rough backing.50mm thick 34 Supply and fixing of Steel bench of approved size or as directed by engineer in charge complete. 35 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 -part 1 and M.S. top cover of required thickness for rolling shutters. 36 Seating Development of Space Under Flyover Polytechnic-Munshipuliya Area Lucknow 37 EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earthas directed by the engineer I/C within a lead of 30 m. from foundation trenches. DSR 2.1.1 38 Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR 4.1.8 39 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 40 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) 41 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm 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 and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - exposed face fine dressed with rough backing.50mm thick 42 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 43 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm 44 Supply and fixing of Sand stone bench of approved size or as directed by engineer in charge complete. 45 Supply & fixing of Bollard made (Double Side) out of 2mm thick aluminium sheet face to be covered with high intensity prismatic grade type IV sheeting , Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 .Welded poly shaped to make it monolithic pillar size 1200 mm high Bollard is having a frame 900x600 mm and 600 mm dia for fixation made out of 35 x 35 x 5 mm angle iron and from side is fully cover. (size of foundation 0.45x0.45x0.60m) . 46 Landscaping Development of Space Under Flyover Polytechnic-Munshipuliya Area Lucknow 47 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (for all areas) 48 EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earthas directed by the engineer I/C within a lead of 30 m. from foundation trenches. DSR 2.1.1 49 Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR 4.1.8 50 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 51 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) 52 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm 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 and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - exposed face fine dressed with rough backing.50mm thick 53 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Specfication and direction of Engineer In charge with material conforming to gradeII (Sieve range 53mm to 0.075mm) having CBR value 25 54 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.(Exclusive G.S.B.) 55 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. 56 Supply and fixing of Sand stone bench of approved size or as directed by engineer in charge complete. 57 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 58 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). 59 Fine dressing of the ground 60 Providing & laying Selection no. 1 doob grass turf with earth 50mm to60mm thickness of existing ground prepared with proper level and rammingwith required tools wooden and than rolling the surface with light rollermake the surface smoothen and light watering the same maintenance for30 days or more till the grass establish properly,as per direction of officer in charge 61 Providing and Planting various flowering plant as directed by engineer in charge 62 FLOWER GARDEN 63 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushyshape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge 64 Providing and stacking of Iresine herbstii, of height 20-30 cm. full of branches well developedin 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. 65 Bush Rose in different colour 2 to 3 healthy branch 30 cm and above ht. well developed with8 or more flowers / flower buds in 20 cm Earthen pot / Plastic pot as per direction of theofficer-in-charge. 66 Providing and stacking winter seasonal seedlings/cuttings at site of work well developedand healthy free from disease in per tray and each tray having 100 Nos plants as per directionof the officer-in-charge. Alyssum 67 Brachycome 68 Daisy hybrid 69 Dahlia double 70 Salvia Hybrid different colour 71 Gomphrena 72 Kochia 73 Portulaca hybrid 74 Vinca Hybrid 75 Zinnia hybrid 76 Supply and placing Sculpture 77 Pickle Ball-Development of Space Under Flyover Polytechnic-Munshipuliya Area Lucknow 78 EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earthas directed by the engineer I/C within a lead of 30 m. from foundation trenches. DSR 2.1.1 79 Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR 4.1.8 80 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 81 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm 82 Supply and fixing of Stainless steel bench of approved size or as directed by engineer in charge complete. 83 Facility Area Development of Space Under Flyover Polytechnic-Munshipuliya Area Lucknow, 84 EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earthas directed by the engineer I/C within a lead of 30 m. from foundation trenches. DSR 2.1.1 85 Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR 4.1.8 86 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 87 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) 88 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 89 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) 90 12 mm cement plaster of mix :13.4.1 1:4 (1 cement: 4 coarse sand) 91 Centering and shuttering including strutting, propping etc. and removalof form for Lintels, beams, plinth beams, girders, bressumers andcantilevers 92 Centering and shuttering including strutting, propping etc. and removalof form for Suspended floors, roofs, landings, balconies and accessplatform 93 Reinforced cement concrete work in walls (any thickness),includingattachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.2.2 94 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR Item No. 5.22.6 95 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 96 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 97 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 98 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 99 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)35 mm thick shutters 100 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary 101 Providing & fixing glass panes with putty and glazing clips in steel / Wooden doors, windows, clerestory windows, all complete with :5mm thick glass panes 102 Providingandlayingvitrifiedfloortilesindifferentsizes(thicknesstobe specifiedbythemanufacturer)withwaterabsorptionlessthan0.08%and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. 103 design and patterns, in linear as well as curvilinear portions of the buildingall complete as per the architectural drawings with 18 mm thick stoneslab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and as directed by theEngineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent 104 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Specfication and direction of Engineer In charge with material conforming to gradeII (Sieve range 53mm to 0.075mm) having CBR value 25 105 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.(Exclusive G.S.B.) 106 Road safety work for Development of Space Under Flyover Polytechnic-Munshipuliya Area Lucknow 107 Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. , Use of Median Marker provides safety against collision happening with medians during night time , or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both .the faces whereby providing maximum reflectivity at l,anger distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination bf epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90 cm square . Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg fTensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation,installation and incidentals all complete as per direction of the Engineer-in-Charge. 108 The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white , red , yellow , green or blue or combination as directed by the Engineer . Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress.The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm . It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz . Its should be able to give the prescribed performance in the temperrature range of - 400C to +550C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. 109 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheetingThe Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012.Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Sheet fixed over aluminium sheeting ,2 mm thick with area not exceeding 0.9 sqm.Supported on a mildsteel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm.,below ground level as per approved drawing, complete. 110 Aluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with non-metallic prismatic lens formed in a transparent, synthetic resin as retro reflective elements. This flexible prismatic sheeting shall have black and yellow stripes with aluminum backed flexible prismatic Type VI sheeting conforming to ASTM: D4956 . specifications and standards of coefficient of retro reflectivity, flexibility and impact resistance applicable for reboundable devices. This flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black colour in a continuous roll format. Width of object marker shall be 300 mm.The rate shall include all materials, labour, T&P, transportation,installation and incidentals all complete as per direction of the Engineer-in-Charge. 111 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender.60 cm circular with definition plate (20cm X 60cm) 112 60 cm equilateral triangle with definition plate (20cm X 60cm) 113 30X90 cm (Left/Right) Object Hazard 114 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm) 115 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35-2015 The finished surface to be level, uniform and free from streaks and holes. 116 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Tranvers bar). Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mim is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. 117 Miscellaneous work for Development of Space Under Flyover Polytechnic-Munshipuliya Area Lucknow 118 Supply and Fixing Of Gaming Net for sports zone under direction of engineer in charge 119 Supply and placing of Pole for Hoarding and advertising board as directed by engineer in charge 120 Supply and placing of gaming equipment as directed by engineer in charge 121 High resolution Surveillance Camera(360 degree rotation) for detection of vandalism violation within the developed area that functions during dark and night time for better experience of the facility and Safety of the Facility Users also connection with Central Command Centre with all inclusive of wiring and ducting. 122 EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earthas directed by the engineer I/C within a lead of 30 m. from foundation trenches. DSR 2.1.1 123 Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR 4.1.8 124 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 125 Supply and fixing of M.S. iron railing 1.2 mtr high of approved design having vertical M.S. iron pipe, 14 Gauge of outer dia 41mm molded at rop at the inner dia 200mm connected together with M.S. pipe, 14 gauge of outer dia 25mm at three palces 40mm long and at the clear distance from bottom 125mm filled also with 25mm outer dia pipe continuously total height of railing legs 970mm except outer legs which embedded minimum 125mm in the base with 1:2:4 C.C. of size 230x230x230 mm hole in base . The railing have also two plates of size 230x230 mm squire and circular 14 gauge plane sheet, squire plate weld double on legs and circular plate in between semi circular head as per attaced drawing including cost of all material, labour and T&P etc. required for proper completion of work, and as per direction of E/I. 126 Providing and placing Edge shrubs around iron railing as directed by engineer in charge 127 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 128 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm 129 Constructing masonry Chamber 60x60x75 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mmdeep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size), includingnecessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plasteringwith cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finishedwith a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of classdesignation 7.5 130 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortarin the proportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc. complete450 mm dia RCC pipes. 131 Electrical work for Development of Space Under Flyover Polytechnic-Munshipuliya Area Lucknow 132 Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable in heavy gauge rigid steel conduit pipepartly concealedin wall&partlylaidin slab along with the reinforcement before concreting complete with 14 S.W.Gcopper earth continuity wire&piano typeswitchetc. complete in all respects. 133 Same as in item no. 1 but for fan. and light duty exhaust fan 134 Same as in item no. 1butfor 5ampplug point with piano type switch & socket etc. 135 Add for light / fan points with modular type switches in place of piano type switches 136 Add for plug point with modular switch & socket in place of piano type switch & socket 137 Supply & fixing of power plugwith20amp 250 volts flush type modular switchand 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work 138 Supply & wiringofsubmainwithFR P.V.C. insulated1100 volts grade singlecorecopper conductorcable in heavygaugerigid steel coduit partly concealedinwall and partly laid inslab alongwith the reinforcement before concreting complete withone no. 14 SWGcopperearth continuity wire complete in all respects. 2 x 4 sq. mm.In 20 mm dia conduit. 139 2 x 10 sq. mm.In 25 mm dia conduit. 140 S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge. 12 WAYS CAT B 141 Supply & fixingof 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic) 142 S/F of 40 Amp DP MCB (10 KA)(Legrand Lexic) 143 S/F of sheet steelenclosure for DP / TP / FP MCB with neutral link and earth terminal. CAT B 144 Supply&burryingof 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnelforwatering and one earthing lead ofno. 8SWGG.I. wirein 15 mm dia. GI pipe uptoswitch board (from apron to switch boardthecost of GI pipe & GI wire willbeextra)300mm square C.I. box with hinged cover,masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect . 145 Supplying & Laying of one number 8 SWG G. I. wirein 15 mm. dia. G. I.pipefor earthing, laidin groundor inwall duly concealedincludingthecostofcement, sand, labour, T&Pandothermaterial required for proper completion ofthework as directed at site. 146 Supply andlayingofISI marked aluminiumconductor PVC / XLPE insulated armoured,served,sheathed cable 1100volts gradeat 750mmbelow ground level overacushion of 75 mm thick sand around & protected with brick onsides & top on surfacethecablerunshallbe fixed on M.S. clamps etc. of suitablesize completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor by clamps etc. 10 sqmm 2core 147 Supplyfixing of plam orpintypecopper tin plated cable socket (lug) tothecable leads, insulating with tapeand making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm. 148 Supply andfixing brass nickle plated compression glandsfor PVC insulated armoured,served,sheathed cable including rubber ring etc.completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor. 10 sqmm 2core 149 Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects. 150 Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. 151 Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect. 152 Supply & fixing ofLED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA 153 Supply & fixing of recess/ surface mounting round 24 watt to 32 wat tLED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect. 154 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminiumhousing built with dirver set suitable for 70 to 90 Watt. Confirming to IP 65 protection complete in all respect.. 155 Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminiumbody with drive set . Co 156 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. 157 PART (B) - NON SCHEDULED ITEMS (AS PER MARKET RATES) 158 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete 300 mm sweep 900 rpm 159 Supply, installation, testing & Commissioning of RGBW linear wallwasher made of aluminium extrusion, LED Make : CREE / LUMINOUS / OSRAM / SEOUL / SAMSUNG, exterior-rated linear luminaire (1000mm), Input Power 18W, DMX512 with inbuilt decoder PCB for individual addressing for programming, Rated input supply of Input Voltage 24VDC, Luminaire luminous flux Minimum range 720 Lumens IP protection rating : IP66. The luminaire should have multiple beam angle: 10°, 20, 40, 60°, 15X30° (as per site requirement). Make- Orient, Philips, Havells 160 SITC of BIS approved with CCT 2400K/3000K/ 4000K IP68 rated Rope light 15 W/Meter. Product should be made of with Highly thermal efficient and durable flexible PCB covered with clear silicon covered which made of UL/VDE anti yellowingUV resistant silicon material.Product should have Lumen output 900 lumen/ Meterwith efficacy > 60 Lumen/Watt when all LED are in ON condition. Product should have different beam angle ( Narrow Beam/ Medium Beam/ Wide beam/ elliptical beam) Lens, made of VDE/ UL UV resistant, non yellowing appoved PC material. P Product should be equipped with BIS approved IP65/67 rated Constant Voltage Power Supply. Product should be rated DC 24V operational on240V AC with any extrenal/ remote led driver. .Product should have CLASS III electrical safety.Product shouldhave IP67 rated industrial gradelocked moulded cable connector for internal connection. Product should be equipped with LED of reputed LED manufacturer CREE/ OSRAM. LEDs LM80 should declare >50,000 @ 25ºC. Product ambient temperature should be (-20ºC to 60ºC). LM80/ BIS report / certificates should be provided at time of supply..Make- Orient/ / Phillips/Havells with B.I.S. Certificate Submission at the time of tenders. 161 IInground walk over fitting.12WATTS Recessing depth 175 mm. Dia 180 MM IP rating IP 67 ,Min 1200 Lumes ,MATERIAL CHARACTERISTICS ,Aluminium die cast housing . 3 mm thick front trim in Stainless Steel - Grade AISI 316L . A4 grade Stainless Steel screrws. Pre treated Silicone Gaskets. Salt spray 500 Hrs .PMMA reflector Mechanical resistance IK 09. Maximum load capacity 500 Kg.Lifetime 50K hrs (ta 35°C) @L70B50 .working temperature range -40℃to +50℃CRI <70 . Connector housed inside the recessing box . The device is complete with 240V÷24V power supply, controllable and programmable according to DMX RGB standards. . Isolation: CLASS I . Available colours: Stainless steel (cod.19). Glow Wire test: 750°C L.E.D circuit included.240 V ACCertifications :- CE/CB/EMCModel:- Uni In Ground 12 watt 3000K Make Ligman/ Unilamp/Disano/ Philips 162 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 163 Supply and fixing of steplight Robust DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent)
