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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-07-2022 | Extension of Bid Submission and Opening Date | Date | 29-07-2022 |
| 2 | 15-07-2022 | Extension of Bid Submission Date | Date | 22-07-2022 |
| Sl. No. | Item Description |
| 1 | SITE CLEARANCE & DISMANTLING |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) |
| 3 | Girth from 300 mm to 600 mm |
| 4 | Girth from 600 mm to 900 mm |
| 5 | Girth from 900 mm to 1800 mm |
| 6 | Girth above 1800 mm |
| 7 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)By Mechanical Means |
| 8 | Dismantling of Structures (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 to the satisfaction of the Engineer.) |
| 9 | Lime /Cement ConcreteBy Manual MeansCement Concrete Grade M-15 & M-20 |
| 10 | Dismantling Stone MasonryRubble stone masonry in cement mortar. |
| 11 | Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level |
| 12 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. |
| 13 | Above 600 mm to 900 mm dia |
| 14 | Above 900 mm |
| 15 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 16 | By Manual MeansGranular courses |
| 17 | By Mechanical MeansBituminous course |
| 18 | EARTHWORK |
| 19 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) |
| 20 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) |
| 21 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) |
| 22 | Construction of Subgrade (Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 23 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) |
| 24 | Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 25 | Top granular material |
| 26 | SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS |
| 27 | Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.)For Sub-Base course |
| 28 | Wet Mix Macadam (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.) |
| 29 | Providing and laying Paver Block conforming to IS: 15658-2006 including sand filling under concrete blockswith all lead and lift complete as per technical specification and as directed by Engineer |
| 30 | BITUMINOUS SURFACE COURSE |
| 31 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)i) Low porosity |
| 32 | Tack coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) iii) Granular surface |
| 33 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 507 complete in all respects)for Grading-II(13 mm nominal size) |
| 34 | PIPE CULVERT |
| 35 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilMechanical Meansupto 3 m depth |
| 36 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 37 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row .Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .1200 mm dia (Full Pipe) |
| 38 | Plain cement concrete M15 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50m below ground level and 1 or 1.50 m above GroundBed Level |
| 39 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M20 |
| 40 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. |
| 41 | Dry Stone Pitching for Apron/Below Trades |
| 42 | Stone masonry work in 1:3 in sub-structure complete excluding pointing and plastering,as per drawing and technical specificationsA. Random Rubble Masonry |
| 43 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M30Using Concrete Mixer |
| 44 | SLAB CULVERTS |
| 45 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilMechanical Meansupto 3 m depth |
| 46 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications |
| 47 | PCC Grade M15 |
| 48 | PCC Grade M20 |
| 49 | RCC Grade M30Using Concrete Mixer |
| 50 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 51 | RCC Grade M30Using Concrete Mixer |
| 52 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 53 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 54 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification Granular material |
| 55 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 56 | Tack coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) |
| 57 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 507 complete in all respects)for Grading-II(10 mm nominal size) |
| 58 | Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) |
| 59 | Drainage Spouts complete as per drawing and Technical specification |
| 60 | PCC M15 Grade leveling coursecomplete as per drawing and Technical specification |
| 61 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 62 | Dry boulder pitching in flooring |
| 63 | Cement concrete Flooring Grade M15 |
| 64 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) |
| 65 | MINOR BRIDGE |
| 66 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilMechanical Meansupto 3 m depth |
| 67 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilMechanical Means3 m to 6 m depth |
| 68 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilMechanical MeansAbove 6 m depth |
| 69 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Manual MeansDepth upto 3 m |
| 70 | PCC M15 Grade leveling coursecomplete as per drawing and Technical specification |
| 71 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15 |
| 72 | Using Concrete MixerRCC Grade M30 |
| 73 | Furnishing and Placing Reinforced/Prestressed cement concrete in sub-structure as per drawing and Technical Specification |
| 74 | RCC Grade M30Height upto 5m |
| 75 | Height 5m to 10m |
| 76 | RCC Grade M35 Using Concrete Mixer |
| 77 | RCC Grade M40 (for Seismic Arrestor ) |
| 78 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 79 | RCC Grade M30Using Concrete Mixer |
| 80 | RCC Grade M35 Using Concrete Mixer |
| 81 | a)Supplying, fitting and placing HYSD bar reinforcement in foundation/Substructure/super-structure complete as per drawing and technical specifications |
| 82 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 83 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 84 | Granular material |
| 85 | Sandy material |
| 86 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 87 | Tack coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) |
| 88 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 507 complete in all respects)Bitumenfor Grading-II(10 mm nominal size) |
| 89 | Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) |
| 90 | Reinforced Cement Concrete Crash BarrierProvision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 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. |
| 91 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 92 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 93 | Drainage Spouts complete as per drawing and Technical specification |
| 94 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm,complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation.) |
| 95 | Filler joint |
| 96 | Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. |
| 97 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 98 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 99 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight |
| 100 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 101 | Supplying,fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder,sealing rings,dust seals,PTFE surface sliding against stainless steel mating surface,completre assembly to be of cast steel/fabricated structural steel,metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400,section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. |
| 102 | Metallic Guide Bearing |
| 103 | Pin Bearing |
| 104 | Dry boulder pitching in flooring |
| 105 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) |
| 106 | DRAINAGE & PROTECTION WORK |
| 107 | A. Longitudinal Cover Drains |
| 108 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary soilMechanical Meansupto 3 m depth |
| 109 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary rock (not requiring blasting)Mechanical Means |
| 110 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications |
| 111 | PCC Grade M15 |
| 112 | RCC Grade M25 |
| 113 | Supplying,fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 114 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 115 | B. Longitudinal Trapezoidal Open Drains |
| 116 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary soilMechanical Meansupto 3 m depth |
| 117 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary rock (not requiring blasting)Mechanical Means |
| 118 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M20 |
| 119 | C. Longitudinal Triangular Open Drains |
| 120 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary soilMechanical Meansupto 3 m depth |
| 121 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary rock (not requiring blasting)Mechanical Means |
| 122 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M20 |
| 123 | D. RR Masonry Breast wall |
| 124 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary soilMechanical Meansupto 3 m depth |
| 125 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary rock (not requiring blasting)Mechanical Means |
| 126 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15 |
| 127 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsA. Random Rubble Masonry |
| 128 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 129 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 130 | Granular material |
| 131 | Sandy material |
| 132 | E. Gabian Structure |
| 133 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary soilMechanical Meansupto 3 m depth |
| 134 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary rock (not requiring blasting)Mechanical Means |
| 135 | Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting,made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826,woven into mesh with double twist,mesh size not exceeding 100 x 100 mm,filled with boulders with least dimension of 200 mm,all loose ends to be tied with 4 mm galvanised steel wire) |
| 136 | Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) |
| 137 | Reinforced Earth Structuresa) With reinforcing elements of synthetic geogrids |
| 138 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification Sandy material |
| 139 | F. Metal Beam Crash Barrier & Railing |
| 140 | Type - A, \"W\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 141 | G. Hill side Protection |
| 142 | Seeding and Mulching with Jute net (Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308) |
| 143 | TRAFFIC SIGNS MARKING AND OTHER ROAD APPURTENANCE |
| 144 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 145 | 90 cm equilateral triangle |
| 146 | 60 cm circular |
| 147 | 90 cm high octagon |
| 148 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 149 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans |
| 150 | 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.) |
| 151 | Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) |
| 152 | 5th kilometre stone (precast) |
| 153 | Ordinary Kilometer stone (Precast) |
| 154 | Road DelineatorsSupplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. |
| 155 | G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 ) |
| 156 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) |
| 157 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 158 | JUNCTION |
| 159 | Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.)For Sub-Base course |
| 160 | Wet Mix Macadam (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.) |
| 161 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)i) Low porosity |
| 162 | Tack coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) |
| 163 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 507 complete in all respects)Bitumen for Grading-II(13 mm nominal size) |
| 164 | MINOR JUNCTION |
| 165 | Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.)For Sub-Base course |
| 166 | Wet Mix Macadam (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 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)i) Low porosity |
| 168 | Tack coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) |
| 169 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 507 complete in all respects)Bitumenfor grading III (13 mm nominal size) |
| 170 | Passenger Shelters with attached Urinals (Male & Female) |
| 171 | TRUCK LAY BYE |
| 172 | Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.)For Sub-Base course |
| 173 | Wet Mix Macadam (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.) |
| 174 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)i) Low porosity |
| 175 | Tack coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) Granular surface |
| 176 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 507 complete in all respects)Bitumenfor grading III (13 mm nominal size) |
| 177 | Construction of Subgrade (Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 178 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) |
| 179 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)Using Concrete Mixer |
| 180 | PASSING PLACE |
| 181 | Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.)For Sub-Base course |
| 182 | Wet Mix Macadam (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.) |
| 183 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)i) Low porosity |
| 184 | Tack coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) Granular surface |
| 185 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 507 complete in all respects)Bitumenfor grading III (13 mm nominal size) |
| 186 | DIVERSION ROAD |
| 187 | By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading- IMaterial |
| 188 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) |
| 189 | NP4 Hume Pipe withInternal diameter-1.20m,Barrel length-2.50m and Barrel thickness-115mm, |
| 190 | TRAFFIC MANAGEMENT DURING CONSTRUCTION |
| 191 | Flexible Safty Cone |
| 192 | Traffic Diversion Sign Board |
| 193 | Speed Limit Sign Board |
| 194 | Safety Ribbon |
| 195 | Traffic signal hand light (Using in place of red flag) |
| 196 | Labour |
| 197 | Supervisor |
| 198 | Safety Engineer |
| 199 | Safty Manager |
| 200 | ENVIRONMENTAL MANAGEMENT PLAN |
| 201 | Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Construction Stage) |
| 202 | Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Operation Stage) |
| 203 | Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Construction Stage) |
| 204 | Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Operation Stage) |
| 205 | Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Construction Stage) |
| 206 | Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Operation Stage) |
| 207 | Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Construction Stage) |
| 208 | Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Operation Stage) |
| 209 | Mitigation enhancement cost (Construction Phase)(Supply and commissioning of mobile toilets on wheel (5 units each Toilet and Bathroom) with proper water supply and drainage system, electric supply and safe access at work site locations, Maintenance: Daily cleaning twice a dayby engaging one permanent helper & Painting at every six months) |
| 210 | Mitigation enhancement cost (Operation Phase)(Clearing of spills at accident site ) |
| 211 | Environmental Awareness and Training |
| 212 | Administrative Charges including logistics |
| 213 | UTILITY SHIFTING |
| 214 | ROUTINE MAINTENANCE |
| 215 | 1ST YEAR |
| 216 | 2ND YEAR |
| 217 | Safty Manager |
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