|
| 1 | Demolition of median for providing space for pedestrian island and realinging median, removal and transportation of debris, soil from the site SH 2A |
| 2 | SH48A |
| 3 | SH48C |
| 4 | Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12 mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work,includingall labour charges for mixing, laying,curing,painting, including all other incidental charges etc., complete as per drawing and standard specification. SH2A |
| 5 | SH 48 |
| 6 | SH 48C |
| 7 | Filling of median and Island above road level with excavated soil SH2A |
| 8 | SH 48 |
| 9 | SH 48C |
| 10 | Excavation in Soil with Dozer with lead upto 1000 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) SH2A |
| 11 | SH 48 |
| 12 | SH 48C |
| 13 | Compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification.SH 48 |
| 14 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 200mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 SH 48 |
| 15 | Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12 mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work,includingall labour charges for mixing, laying,curing,painting, including all other incidental charges etc., complete as per drawing and standard specification. SH48 |
| 16 | Supplying and laying of TAMIN Paver Block of size 60mm thick (Supply at site) over a base of crushed stone filling including cost and conveyance of all materials to worksite, including all labour charges for laying,compacting including hire and fuel charges for all tools and plants employed for this work and all other incidental charges etc., complete as per standard specification. SH 48 |
| 17 | Excavation in Soil with Dozer with lead upto 1000 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) SH48 |
| 18 | Vibrated Reinforced Cement Concrete of grade M25 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Foundation of gantry poles SH2A |
| 19 | SH 48 |
| 20 | SH 48C |
| 21 | Supply of steel for reinforcement of foundation for gantry poles Total 44 bars of 12 mm dia, and 1.15m length for each foundation SH2A |
| 22 | SH 48 |
| 23 | SH 48C |
| 24 | Excavation in Soil with Dozer with lead upto 1000 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) SH2A |
| 25 | SH 48 |
| 26 | SH 48C |
| 27 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflector sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 90 cm equilateral triangle (Cautionary Sign on main road)SH 2A |
| 28 | SH 48 |
| 29 | SH 48C |
| 30 | 60 cm equilateral triangle (Cautionary Sign on side roads) SH 2A |
| 31 | SH 48 |
| 32 | SH 48C |
| 33 | 90 cm high octagon (Stop Sign) SH 2A |
| 34 | SH 48 |
| 35 | SH 48C |
| 36 | 60 cm circular (Regulatory Sign) SH 2A |
| 37 | SH 48 |
| 38 | SH 48C |
| 39 | 60 cm x 60 cm square (Chevron Marker Sign) SH 2A |
| 40 | SH 48 |
| 41 | 60 cm x 45 cm Rectangular (Facility Information Sign) SH 2A |
| 42 | SH 48C |
| 43 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out ofHigh Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956–09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory ompletion of the work as directed by the engineer- incharge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) SH 2A |
| 44 | SH 48 |
| 45 | SH 48C |
| 46 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) SH 2A |
| 47 | SH 48 |
| 48 | SH 48C |
| 49 | Road Markers/Road Stud with Lens ReflectorProviding and fixing reflective road studs of ‘category A’ Raised pavement markers made out of polycarbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete SH2A |
| 50 | SH 48 |
| 51 | SH 48C |
| 52 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular SH 2A |
| 53 | SH 48 |
| 54 | SH 48C |
| 55 | Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc., The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer. SH 48 |
| 56 | Providing and fixing of Retro – Reflectorized cautionary Star Sign made out of High Intensity Prismatic Grade reflective Sheeting sticked over CR sheet 0.20 mm / 32 G thickness with black enamel paint firmly fixed on the trees with 1 1/2 ‘’ x 14 G wire nails of size 100 mm x 100 mm SH 48 |
| 57 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00 9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 SH2A |
| 58 | SH 48 |
| 59 | SH 48C |
| 60 | Providing, laying consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 13.20mm,0.25cum of 13.20-2.36mm and0.23cum of 2.36mm & below and with 53.20Kgsof VG40 Gradebitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen,aggregate and mixing the min ther equired temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver finisher hydrostatic(more than 5m width) to the specified grades and cross sections and compacted by Vibratory / PneumaticRoller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for20-30 tonCMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools andplant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 SH2A |
| 61 | SH 48 |
| 62 | SH 48C |
| 63 | Pavement Marking on Speed Breaker- Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 SH2A |
| 64 | SH 48 |
| 65 | SH 48C |
| 66 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 SH2A |
| 67 | SH 48 |
| 68 | SH 48C |
| 69 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00 9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 SH2A |
| 70 | SH 48 |
| 71 | SH 48C |
| 72 | Providing, laying consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 13.20mm,0.25cum of 13.20-2.36mm and0.23cum of 2.36mm & below and with 53.20Kgsof VG40 Gradebitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen,aggregate and mixing the min ther equired temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver finisher hydrostatic(more than 5m width) to the specified grades and cross sections and compacted by Vibratory / PneumaticRoller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for20-30 tonCMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools andplant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 SH2A |
| 73 | SH 48 |
| 74 | SH 48C |
| 75 | Pavement Marking on raised pedestrian crossing- Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 SH2A |
| 76 | SH 48 |
| 77 | SH 48C |
| 78 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 SH2A |
| 79 | SH 48 |
| 80 | SH 48C |
| 81 | Closing of median openings, patchworkReinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) SH 2A |
| 82 | SH 48 |
| 83 | SH 48C |
| 84 | Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportationcharges, installation charges etc., complete as per standard specification. SH 2A |
| 85 | SH 48 |
| 86 | SH 48C |
| 87 | Supply, installation, testing and commissioning of Dynamic Speed Indicator on heavy duty powder coated GI pole and installed on cement concrete (M20 Grade) pedestal casing, complete as per drawing and approved by Engineer in Charge and shall be inclusive of all lead and lift, labour, machinery, material, T&P SH 48 |
| 88 | Supply and Installation of staineles steel bollards at pedestrtian crossings. SH 2A |
| 89 | SH 48 |
| 90 | SH 48C |
| 91 | Installation of variable message sign boards on the gantry SH2A |
| 92 | SH 48 |
| 93 | SH 48C |
| 94 | Providing and fixing of VMS Overhead Gantry Informatory sign Board. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retroreflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. SH2A |
| 95 | SH 48 |
| 96 | SH 48C |
| 97 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 98 | Sub Total Amount for above all items |
| 99 | GST 18% for the above SubTotal Amount Please Enable Macros to View BoQ information |
| 100 | GST 18% for the above SubTotal Amount Please Enable Macros to View BoQ information |
