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Tender For CM Grid - From Ganesh Square to Vijay Chowk, from Shastri Chowk to Chhatra Sangh Square, from Ambedkar Chowk to Aspra Tiraha, from Hariom Nagar to Town Hall, similar development and upgradation work should be done - Cleaning and grubbing road land including uprooting rank vegetation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction, upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . For additional lane on both side 3 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres 4 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches. 5 Removal of unserviceable soil including excavation, loading and disposal upto 10 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305 6 Cement Treated Crushed Stone Sub baseConstruction of granular sub-base by providinggraded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 7 Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate 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 prepared surface and compacting with vibratory roller to achieve the desired density. 8 Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. 9 Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 10 DBM G-2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. 11 Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 12 Bituminous ConcreteGrading 1 Using waste plasticProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 Percent of mix and filler, transporting the hot mix towork site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 13 Suggestive moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite 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 ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall 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 the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory 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 contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. 14 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 15 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge. 16 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). 17 Providing and laying factory made chamfered edge Cement Concrete 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 50mm 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.( 60mm thick cement concrete paver block of M35garde with approved colour, design and pattern) 18 Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median as per MORT&H specificaiton No 14.16.(800) 19 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 20 Construction of Chamber for KC Drain & Drainage Chanell @ 15 m along both sides of the road etc Complete work as per E/Incharge 21 Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE (For Storm Water - On Road Grating) 22 Class 150 Sub class "A" brick work in 1:4 cement and coarse sand of 2.25 finencess modulous mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. 23 Providing and laying design mix cement concrete prepared batch mixing of M-30 grade, in roads/ taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge 24 Providing and laying tactile tile (for vision impaired persons as perstandards) of size 300x300x9.8mm having with water absorption lessthan 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multimodals 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 25 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches. 26 S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-200mm incl all(NON SOR) 27 construction of chamber AS PER details atach 28 Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber) 29 S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-63 mm incl all(NON SOR) 30 Supply of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct"s wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer"s products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. (PLB Duct size 40 mm)For OFC cable 31 construction of chamber AS PER details atach (1250/200 = 6) 32 Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber) 33 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 34 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 35 construction of chamber AS PER details atach 36 Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge.(For Storm Water - On Road Grating) 37 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 38 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 39 construction of chamber AS PER details atach 40 Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber) 41 Local sand (Including loading and unloading, cartage stacking royalty CP, Octroie etc) 42 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 43 P/L NP-3 clause medium duty 900mm RCC pipe incl all comp of workDSR 19.35.3 44 construction of chamber AS PER details atach (1250/15) 45 Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber) 46 Local sand (Including loading and unloading, cartage stacking royalty CP, Octroie etc) 47 Running of 5HP pump for dewatering including, arragment of pump suction and delivery pipes and other accessories at site including cost of POL. 48 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches. 49 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 50 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pillasters, butteresses, plinth and string courses etc. 51 DESIGN MIX CONCRETEProviding and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.Concrete of M25 grade with minimum cement content of 330 kg/cum 52 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not Included in an ower all rates) wrought to required shape as necessary includ ing bending for proper completion of the work and including supply of all steed and wastage and over lapping & hooks. 53 Supply and errection of C.I. & Aluminium Victoria/ twinkle electric poles ( As per Approved Design and make) 9m long with all its assisorises and including supply and laying of aluminium conductor 16 sqmm 4 core armed cable, 1.5 sqmm to core armed cable depth of 75 cm below ground level in, Pole " Pannel 25 Amp including installation of foundation 110-150 W LED bulb etc. 54 Providing plantation on center of median of road i/c all material , labour etc complete as per direction of E/I (haze @ 5m c/c)Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthyleaves in 15 cm size of Earthen Pot / Plastic Pot 55 Topiary plant of Ficus Panda well developed with fresh & healthy foliagewith 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht. plant,in 35 cm Cement Tray /Cement Pot 56 Plumeria alba Chmapa dwarf height 90-105 cm. with 3-4 branches and thick stem inbig size HDPE bag 57 Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support). 58 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. 59 Retro-reflectorised Traffic sign as per IRC-67-2012providing 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 i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) 61 ii) 60 cm equilateral tringle with diffinitation plate (20cm x 60cm) 62 iii) 60 cm Circular with diffinilation plate (20cm X 60cm) 63 iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm) 64 v) 60 mm x 45 mm rectangular with diffinitation plate (20cm x 60cm) 65 vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm) 66 vil) 90 cm high octagon 67 viii) 50X60 cm single chevron 68 ix) 155X60 cm Double chevron 69 x) 30X90 cm (Left/Right) Object Hazard 70 Providing Retro-reflective regulatory sign board of size 900 mm diameter made out of 2 mm thick aluminium sheet, face to be fullycovered with high intensity encapsulated lens type retro -reflectivesheeting as approved by Engineer-in-charge . Letter, symbols, bordersetc. will be as per IRC - 67 with required colour scheme on theboards and with the high intensity grade A. The aluminium sheet tobe riveted to M.S. frame of angle iron of size 40x40x4 mm. Theboards will be fixed to 1 No. 50x50 mm square post made of M.S.angle 50x50x4 mm, 4 m long welded to the frame with adequateanti-theft arrangement .Sheet work to be painted with two or morecoats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats ofepoxy paint including appropriate priming coat complete in all respectsas per direction of Engineer-in-charge. 71 90 cm Circular with diffinitation plate (DSR factor) 72 90 cm equilateral tringle with diffinitation plate size .(DSR Factor ) 73 Cost of Shifting for water line (Detail BOQ Attach) 74 Routine Maintaince after completion of construction work. 75 For 2nd Year 76 For 3rd Year 77 For 4th Year 78 For 5th Year 79 Kachehari Chauraha to Kali Mandir 80 Cleaning and grubbing road land including uprooting rank vegetation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction, upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . 81 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres 82 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches. 83 Removal of unserviceable soil including excavation, loading and disposal upto 10 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305 84 E/W filling with cartage up to 8 km distance.Good Earth 85 Cement Treated Crushed Stone Sub baseConstruction of granular sub-base by providinggraded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 86 Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate 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 prepared surface and compacting with vibratory roller to achieve the desired density. 87 Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. 88 Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 89 DBM G-2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. 90 Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 91 Bituminous ConcreteGrading 1 Using waste plasticProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 Percent of mix and filler, transporting the hot mix towork site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 92 Cat"s EyeSuggestive moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite 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 ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall 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 the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory 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 contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. 93 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicablespecifications. 94 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge. 95 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). 96 Providing and laying factory made chamfered edge Cement Concrete 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 50mm 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.( 60mm thick cement concrete paver block of M35garde with approved colour, design and pattern) 97 Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median as per MORT&H specificaiton No 14.16.(800) 98 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 99 Construction of Chamber for KC Drain & Drainage Chanell @ 15 m along both sides of the road etc Complete work as per E/Incharge 100 Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE (For Storm Water - On Road Grating) 101 E/W filling with cartage up to 8 km distance.Good Earth 102 Class 150 Sub class "A" brick work in 1:4 cement and coarse sand of 2.25 finencess modulous mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. 103 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge 104 Providing and laying tactile tile (for vision impaired persons as perstandards) of size 300x300x9.8mm having with water absorption lessthan 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multimodals 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 105 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches. 106 S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-200mm incl all(NON SOR) 107 construction of chamber AS PER details atach (842/30) 108 Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber) 109 S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-63mm incl all(NON SOR) 110 Supply of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct"s wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer"s products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. (PLB Duct size 40 mm) 111 For OFC cable 112 construction of chamber AS PER details atach 113 Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber) 114 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 115 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 116 construction of chamber AS PER details atach (842/30) 117 Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge.(For Storm Water - On Road Grating) 118 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 119 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 120 construction of chamber AS PER details atach 121 Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber) 122 Local sand (Including loading and unloading, cartage stacking royalty CP, Octroie etc) 123 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 124 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 125 construction of chamber AS PER details atach 126 Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber) 127 Local sand (Including loading and unloading, cartage stacking royalty CP, Octroie etc) 128 Running of 5HP pump for dewatering including, arragment of pump suction and delivery pipes and other accessories at site including cost of POL. 129 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches. 130 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 131 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pillasters, butteresses, plinth and string courses etc. 132 DESIGN MIX CONCRETEProviding and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.Concrete of M25 grade with minimum cement content of 330 kg/cum 133 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not Included in an ower all rates) wrought to required shape as necessary includ ing bending for proper completion of the work and including supply of all steed and wastage and over lapping & hooks. 134 Supply and errection of C.I. & Aluminium Victoria/ twinkle electric poles ( As per Approved Design and make) 9m long with all its assisorises and including supply and laying of aluminium conductor 16 sqmm 4 core armed cable, 1.5 sqmm to core armed cable depth of 75 cm below ground level in, Pole " Pannel 25 Amp including installation of foundation 110-150 W LED bulb etc. 135 Providing plantation on center of median of road i/c all material , labour etc complete as per direction of E/I (Khajoor Plant Spacing @ 5m c/c) 136 Providing plantation on center of median of road i/c all material , labour etc complete as per direction of E/I (haze @ 5m c/c)Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthyleaves in 15 cm size of Earthen Pot / Plastic Pot 137 Topiary plant of Ficus Panda well developed with fresh & healthy foliagewith 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht. plant,in 35 cm Cement Tray /Cement Pot 138 Plumeria alba Chmapa dwarf height 90-105 cm. with 3-4 branches and thick stem inbig size HDPE bag 139 Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support). 140 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. 141 Retro-reflectorised Traffic sign as per IRC-67-2012providing 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 142 i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) 143 ii) 60 cm equilateral tringle with diffinitation plate (20cm x 60cm) 144 iii) 60 cm Circular with diffinilation plate (20cm X 60cm) 145 iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm) 146 v) 60 mm x 45 mm rectangular with diffinitation plate (20cm x 60cm) 147 vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm) 148 vil) 90 cm high octagon 149 viii) 50X60 cm single chevron 150 ix) 155X60 cm Double chevron 151 x) 30X90 cm (Left/Right) Object Hazard 152 Providing Retro-reflective regulatory sign board of size 900 mm diameter made out of 2 mm thick aluminium sheet, face to be fullycovered with high intensity encapsulated lens type retro -reflectivesheeting as approved by Engineer-in-charge . Letter, symbols, bordersetc. will be as per IRC - 67 with required colour scheme on theboards and with the high intensity grade A. The aluminium sheet tobe riveted to M.S. frame of angle iron of size 40x40x4 mm. Theboards will be fixed to 1 No. 50x50 mm square post made of M.S.angle 50x50x4 mm, 4 m long welded to the frame with adequateanti-theft arrangement .Sheet work to be painted with two or morecoats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats ofepoxy paint including appropriate priming coat complete in all respectsas per direction of Engineer-in-charge. 153 90 cm Circular with diffinitation plate (DSR factor) 154 90 cm equilateral tringle with diffinitation plate size .(DSR Factor ) 155 Cost of Shifting for water line (Detail BOQ Attach) 156 Routine Maintaince after completion of construction work. 157 For 2nd Year 158 For 3rd Year 159 For 4th Year 160 For 5th Year 161 Shastri Chowk to Chhatrasangh Chauraha road, Ambedkar Chowk to Aspra Tiraha, Hariom nagar to Town hall 162 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres 163 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches. 164 Removal of unserviceable soil including excavation, loading and disposal upto 10 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305 165 Cement Treated Crushed Stone Sub baseConstruction of granular sub-base by providinggraded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 166 Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate 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 prepared surface and compacting with vibratory roller to achieve the desired density. 167 Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. 168 Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 169 DBM G-2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. 170 Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 171 Bituminous ConcreteGrading 1 Using waste plasticProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.97 Percent of mix and filler, transporting the hot mix towork site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 172 Suggestive moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite 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 ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall 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 the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory 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 contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. 173 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicablespecifications. 174 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-Charge. 175 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). 176 Providing and laying factory made chamfered edge Cement Concrete 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 50mm 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.( 60mm thick cement concrete paver block of M35garde with approved colour, design and pattern) 177 Painting of kerbs with two coats synthetic enamel paint in all shades on new concrete surface after filling earth in median as per MORT&H specificaiton No 14.16.(800) 178 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 179 Construction of Chamber for KC Drain & Drainage Chanell @ 15 m along both sides of the road etc Complete work as per E/Incharge 180 Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE (For Storm Water - On Road Grating) 181 Class 150 Sub class "A" brick work in 1:4 cement and coarse sand of 2.25 finencess modulous mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. 182 Providing and laying design mix cement concrete prepared batch mixing of M-30 grade, in roads/ taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge 183 Providing and laying tactile tile (for vision impaired persons as perstandards) of size 300x300x9.8mm having with water absorption lessthan 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multimodals 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 184 Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches. 185 S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-200mm incl all(NON SOR) 186 construction of chamber AS PER details atach 187 Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber) 188 S/L HDPE pipes - PE 100 as per IS 4984/2016- PN-6-63mm incl all(NON SOR) 189 Supply of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct"s wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer"s products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. (PLB Duct size 40 mm) 190 For OFC cable 191 construction of chamber AS PER details atach 192 Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber) 193 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 194 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 195 construction of chamber AS PER details atach (2370/50) 196 Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge.(For Storm Water - On Road Grating) 197 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 198 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 199 construction of chamber AS PER details atach 200 Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber) 201 Supply of Local sand Filling 202 Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. 203 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 204 construction of chamber AS PER details atach 205 Supply and installation on site - Stormwater: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber) 206 Supply of Local sand Filling 207 Dewatering of water by pump 208 Supply and errection of C.I. & Aluminium Victoria/ twinkle electric poles ( As per Approved Design and make) 9m long with all its assisorises and including supply and laying of aluminium conductor 16 sqmm 4 core armed cable, 1.5 sqmm to core armed cable depth of 75 cm below ground level in, Pole " Pannel 25 Amp including installation of foundation 110-150 W LED bulb etc. 209 Providing plantation on center of median of road i/c all material , labour etc complete asper direction of E/I (haze @ 5m c/c) Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot 210 Topiary plant of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht. plant, in 35 cm Cement Tray /Cement Pot 211 Plumeria alba Chmapa dwarf height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bag 212 Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support). 213 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. 214 Retro-reflectorised Traffic sign as per IRC-67-2012providing 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 215 i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) 216 ii) 60 cm equilateral tringle with diffinitation plate (20cm x 60cm) 217 iii) 60 cm Circular with diffinilation plate (20cm X 60cm) 218 iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm) 219 v) 60 mm x 45 mm rectangular with diffinitation plate (20cm x 60cm) 220 vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm) 221 vil) 90 cm high octagon 222 viii) 50X60 cm single chevron 223 ix) 155X60 cm Double chevron 224 x) 30X90 cm (Left/Right) Object Hazard 225 Providing Retro-reflective regulatory sign board of size 900 mm diameter made out of 2 mm thick aluminium sheet, face to be fullycovered with high intensity encapsulated lens type retro -reflectivesheeting as approved by Engineer-in-charge . Letter, symbols, bordersetc. will be as per IRC - 67 with required colour scheme on theboards and with the high intensity grade A. The aluminium sheet tobe riveted to M.S. frame of angle iron of size 40x40x4 mm. Theboards will be fixed to 1 No. 50x50 mm square post made of M.S.angle 50x50x4 mm, 4 m long welded to the frame with adequateanti-theft arrangement .Sheet work to be painted with two or morecoats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats ofepoxy paint including appropriate priming coat complete in all respectsas per direction of Engineer-in-charge. 226 90 cm Circular with diffinitation plate (DSR factor) 227 90 cm equilateral tringle with diffinitation plate size .(DSR Factor ) 228 Cost of Shifting for water line (Detail BOQ Attach) 229 Routine Maintaince after completion of construction work. 230 For 2nd Year 231 For 3rd Year 232 For 4th Year 233 For 5th Year
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