Tender For Development Of Parking And Tourist Facilities (Approach Road And Street Furniture) At Salat Fort District Mahoba (U.P.), 1 Development of Parking and Tourist Facilities (Approach Road and Street Furniture) at Salat Fort District Mahoba (U.P.) 2 PATHWAY 3 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.All kinds of soil 4 Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 5 Providing and laying factory made chamfered edge Cement Concreteck paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. 6 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge 7 Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 8 Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 9 Bitumen Road 10 Granular Sub Base (G.S.B.): Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with smoothwheel roller to archieve the desired density, complete as per (MORD) technical specifcation Clause-401. 11 Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base /base course on well preared surface and compacting with vibratory roller to achieve the desired density. 12 Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects. 13 Prime Coat over WMM/WBM Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 14 Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10using bitumen pressure distributor at of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 15 Bituminus Concrete Providing and laying bituminus concrete with higher capacity hot mix plant using crushed agrregate of specied grading. premixed with bituminus binder @5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and aligment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH spcification clause No. 507 complete in all respects. 16 Road Marking with Hor Applled Thermoplastie Compound with Reflectorising Glass Beads on Bituminous Surtace, Providing and laying of hot applied thermoplastic compound 2.5 mm trick including reflectorising glass baads. © 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 lavel, uniform and tree from streaks and holes. 17 Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be Suggestive moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-imoad Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with AST D4280. The Reflective panes shall consist of number of lenses contating single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecryiate conforming to ASTM 0788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shail not be less than 13.00 sq.cm. the marker height shai not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker. excess adhesive on the pavement and adhesive on tha exposed surfaces of the markers shall be immediately removed. The contractor shall submil a two year warranty for salisfaciory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In addition. a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contracior who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get wom out or lose their reflectivity compared to stipulaled standards. the contractor would be required lo replace all such markers within 15 days of the intimation from the [Engineer, at his own cost. The rate shall include all malerials, labour, T8P, transportation, instaliation and incidentals all complete as per direction of the Engineer-in-Charge. RPM with Shank 18 Providing and Installation of Solar Light 19 Providing and fixing of Bench 20 Providing and fixing of Dustbin 21 SIGNAGES 22 Delineator supply & Fixing of M S Delineator made of mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface be conceited so that there should not be any exposed surface without powder coating. Alternatively these metal guide poles can be concealed so that height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel guide Poles shall conform to Type X1 sheeting specification as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflection 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 obtaining 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 aboard. Alternatively a certificate conforming to ASTM Specification (D4956-09) 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 & Proof of the same Report shall be uploaded which quoting tender. The rate shall be uploaded which quoting tender. The rate shall include all material, labour, T&P, transportation, installing and incidentals all complete as per direction of the Engineer-in-Charge 23 Supply & fixing of linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminum foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick word with 16 NOS fastener/screw 24 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67 2012 retro reflective sheeting with back frame MS angle of 35*35*5mm. Legends letters, numerals and borders etc should be as per Morth specification No-801.3.7. The sheeting shall have a pressure – sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacture. The ACM (aluminum composite materials) shall be fixed on the back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4958-09 shall be pressure fixed. 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 tested for removal adhesion. Impact resistance, specular gloss and fungus resistance.3 years of launching of product 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 manufacturer of the sheeting and in case the certificate is obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D4956-09) 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 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all material, labour, T&P transportation installation and incidentals all complete as per direction of the engineer-in-charge 25 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV 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 (D4956-09) 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 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all incidentals all incidentals all incidentals all complete as per direction of the Engineer-in-Charge 26 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection 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 (D4956-09) 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 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge 27 Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection 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 (D4956-09) 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 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge 28 Solar Power Road MarkerThe solar studs shall be made of aluminum alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4260. Its color 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 the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the 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 temperature range of -40 degree C to +45 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labour, equipments, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge 29 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 aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm * 45 cm * 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 color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested 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 requirement from a reputed laboratory in Indian 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, numerical 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. 30 90 cm equilateral triangle with definition plate size (20cm*60cm) 31 60 cm equilateral triangle with definition plate (20cm*60cm) 32 60 cm circular with definition plate (20cm*60cm) 33 80 mm * 60 mmrectangular with definition plate (20cm*60cm) 34 60 mm * 45 mmrectangular with definition plate (20cm*60cm) 35 60 cm * 45 mmsquare with definition plate (20cm*60cm) 36 90 cm high octagon 37 50*60 cm single chevron 38 155*60 cm Double chevron 39 30*90 cm (left/right) Object Hazard 40 45*90 cm Two way Hazard 41 30*90 cm + 45*78 cm Guarded/unguarded Railway crossing 42 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested 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 requirement from a reputed laboratory in Indian 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, numerical and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm firmly fixed to the ground by meansof properly designed foundation with M – 15 grade cement 43 Drain 44 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.All kinds of soil 45 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) 46 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Beam/ Wallexcluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. 47 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more 48 Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 49 12 mm cement plaster of mix :1:3 (1 cement:3 coarse sand) 50 Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat ,Reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. 51 TABLE TOP CROSSING 52 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. 53 Disposal of Dismantled unservisible MaterialMalba distance up to 8 Km including lead & lift etc all complete in direction of engineer in charge. 54 Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 55 Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 56 Supplyig & Laying of Cobble stone 100x100x100 mm including Cement mortar 1:4, 1cement :4 Coarse sand with 20 mm thick base mortar including filling of joints & including all necessary T&P all complete in direction of engineer in charge. 57 Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. 58 GST Extra as per applicable
