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| 1 | Demolition of median for providing space for pedestrian island and realigning median, removal and transportation of debris, soil from the site |
| 2 | Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm 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. |
| 3 | Providing and laying of Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineersFilling of traffic island with gravel |
| 4 | 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.) |
| 5 | Compacting with power roller, watering, includingall hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. |
| 6 | 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 |
| 7 | Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm 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. |
| 8 | 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. |
| 9 | 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.) |
| 10 | 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 |
| 11 | Supply of steel for reinforcement of foundation for gantry poles Total 44 bars of 12 mm dia, and 1.15m length for each foundation (weighing 50 kg) |
| 12 | 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.) |
| 13 | 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 IRC67: 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 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 67:2022 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) 90 cm equilateral triangle (Cautionary Sign on main road) |
| 14 | 60 cm equilateral triangle (Cautionary Sign on side roads) |
| 15 | 90 cm high octagon (Stop Sign) |
| 16 | 60 cm circular (Regulatory Sign) |
| 17 | 60 cm x 45 cm rectangular (Facility Information Sign) |
| 18 | Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of High Intensity Prismatic Grade Sheeting to 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 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 67-2022. 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) Type -IV more than 0.9 sq.m. |
| 19 | 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 |
| 20 | Road Markers/Road Stud with Lens Reflector Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / 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 MoRT&H 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 MoRT&H 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 |
| 21 | 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 Aluminum 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 - 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) 30cm x 90cm rectangular |
| 22 | 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 @ every 5 mtrs interval |
| 23 | 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. |
| 24 | 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 |
| 25 | 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 |
| 26 | 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 |
| 27 | 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 |
| 28 | 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 |
| 29 | 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 |
| 30 | Pavement Marking on 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 |
| 31 | 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 |
| 32 | Providing RCC Centre Median height of 0.250m at bottom 0.250m at middle 0.400 at top and to a total height of 0.900m from the road level including cost and conveyance of all materials to work site including providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcement as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing laying curing etc middle of the median as directed by the departmental officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 Sq.m area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the Hire charges for Tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete |
| 33 | 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. |
| 34 | 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. |
| 35 | Supply and installation of steel bollards at pedestrian crossing.8 bollards at each crossing |
| 36 | Installation of Gantry board with Variable Message Sign Boards on the Ganty Board |
| 37 | 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 x 16mm 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. km 6+900 - 2 nos, km 1+300 - 2nos.,km 8+500 - 2 nos. |
| 38 | Supply and installation of flexible delineator posts7+300- LHS - left turn- 30 nos. at interval on 1 mtrs0+000-0+450- on median at interval 5 mtrs |
| 39 | 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.) |
| 40 | Providing and laying of Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers for making up layer of sub base. |
| 41 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, 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 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 |
| 42 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm 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 |
| 43 | Providing, laying 100mm 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 |
| 44 | Providing and laying Bituminous Concrete to 40mm thick using 0.22 cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26 cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG40 bitumen for premixing per 10 sqm 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 50mm 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), Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH. |
| 45 | Providing and laying of Synthetic Geo composite sheet directed by the departmental officer etc., complete |
| 46 | Providing and laying Dry Lean Concrete Mix -- Ready Mix Concrete using 25mm -- 12mm ISS HBG metal from approved firm including cost and conveyance of all materials from firm to worksite, laying watering, curing cost of all form work all tools and plants employed etc., complete as per standard specification 601 of MORTH |
| 47 | Fabrication of MS -- Steel rods required for Contraction joint and Longitudinal joints Cement Concrete Pavement involved in the steel schedule, including all cutting and fabrication labour cgharges for cleaning, fixing charges, pacing in position etc., |
| 48 | Providing and laying of separation membrance impermeable plastic sheeting of 125 micron thick laid that without creases including cleaning the sub base of all extraneous material using air compressor and nailed to the lower layer with concrete nails as per clause of 602.5 of MORTH specification |
| 49 | Vibrated Cement Concrete M40 Design Mix ISS size HBG graded cost and conveyance of all materials to work site and cost of cement at site includinh cost of form work, cost of soft water, labour charges for mixing , transporting, laying, curring, tools and plants etc., complete as per standard specifications for Cement Concrete Pavement. |
| 50 | 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 |
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