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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | 12.1.B.1-Earth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withapproved material. Ordinary Soil - Depth upto 3m - Mechanical Means |
| 3 | 12.1.2.B-Earth work in excavation of foundation of structures as per drawing and technicalspecification, 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 Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means |
| 4 | OD188112/2023-2024-Providing and constructing Temporary Earthen Island / coffer dam for construction of well foundations of dia. up to 10m (longest dimension) , including bailing andpumping out of water, provision of sand bags, wooden ballies, sheet piling, earth, sand or any other suitable material, as required with all labour and material complete job |
| 5 | OD229890/2023-2024-Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete |
| 6 | 12.8.A.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. PCC Grade M15 |
| 7 | OD188868/2023-2024-For drilling of holes and insertion of dowel bars of specified dia in case of Jacketing of piers and abutments from bottom of foundation up to a height of 10m for designedthickness of jacketing |
| 8 | OD188866/2023-2024-Extra for Dowel Bars of specified Dia as per drawing |
| 9 | 12.8.H.2.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. RCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump |
| 10 | 12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 11 | 13.5.H.p.2-Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m |
| 12 | 13.6-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 13 | 13.8-Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/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 |
| 14 | 14.3-High tensile steel wires/strands including all accessories for stressing, stressingoperations and grouting complete as per drawing and Technical Specifications |
| 15 | 13.16-Supplying, fitting and fixing in position true to line and level POT-PTFE bearingconsisting 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, complete 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 as per drawing and approvedTechnical Specifications. |
| 16 | OD226225/2023-2024-Furnishing and Placing RCC/PSC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification. For solid/voided slab super structure |
| 17 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 18 | 14.9-Drainage Spouts complete as per drawing and Technical specification |
| 19 | OD229885/2023-2024-Providing and fixing 150X150mm CI grating as per the drawing and technical specification etc complete and as per the direction of Engineer In Charge |
| 20 | 13.5.C.q.2-Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specification PCC Grade M25 - using Batching Plant, Transit Mixer andConcrete Pump - Height 5m to 10m |
| 21 | 14.7-Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 22 | OD93349/2023-2024-Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using masticcooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). |
| 23 | 14.22-Providing and laying of a strip seal expansion joint catering to maximum horizontalmovement 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 |
| 24 | 16.4-Providing and inserting nipples with approved fixing compound after drilling holesfor grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy |
| 25 | OD192391/2023-2024-Proof testing of completed PSC/RCC or combination superstructure with a uniformly distributed equivalent static load including impact as per clauses of relevant IRCCodes. The cost of testing shall include all labour, material, testing equipment's required for the test by the contractor. |
| 26 | Approach portion & road work-2.5.2.A-Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means |
| 27 | 2.4.4.B-Dismantling of existing structures like culverts, bridges, retaining walls and otherstructure 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 Dismantling Stone Masonry - Rubble stone masonry in cement mortar |
| 28 | 2.4.1.B-Dismantling of existing structures like culverts, bridges, retaining walls and otherstructure 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 - Cement Concrete Grade M-15 & M-20. - By Manual Mean |
| 29 | 2.4.4.E-Dismantling of existing structures like culverts, bridges, retaining walls and otherstructure 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 Dismantling Stone Masonry - Dismantling stone pitching/ dry stone |
| 30 | 2.1.4-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 metres and earth filling in the depression/pit Girth above 1800 mm |
| 31 | 2.3.2.A-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 In area of light jungle - By Mechanical Means |
| 32 | 3.13.1.B-Earth work in excavation of foundation of structures as per drawing and technicalspecification, 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 soil - Mechanical Means - (Depth upto 3 m) |
| 33 | 12.1.B.1-Earth work in excavation of foundation of structures as per drawing and technicalspecification, 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 Soil - Depth upto 3m - Mechanical Means |
| 34 | 12.1.2.B-Earth work in excavation of foundation of structures as per drawing and technicalspecification, 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.<br> Ordinary Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means <br> |
| 35 | 12.8.G.2.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump |
| 36 | 12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 37 | 14.1.C.1-Furnishing and Placing Reinforced Cement Concrete Grade M30 Using ConcreteMixer in super-structure as per drawing and Technical Specification |
| 38 | 14.10-PCC M15 Grade leveling course below approach slab complete as per drawing andTechnical specification |
| 39 | 3.16-Construction of embankment with approved material obtained from borrow pits withall lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 40 | 15.4.A-Providing and laying Pitching on slopes laid over prepared filter media includingboulder Stone/Boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 41 | 3.18-Construction of sub-grade and earthen shoulders with approved material obtainedfrom borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 42 | 12.8.2.C.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump |
| 43 | 13.8-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 |
| 44 | 13.10-Providing and laying of Filter media with granular materials/stone crushed aggregatessatisfying 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 & Technical specification |
| 45 | OD93447/2023-2024-Providing and fixing in position pre-moulded joint filler in expansion joints. |
| 46 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniformlayers with a motor grader on a prepared surface, mixing by mix in-place method withrotavator at OMC, and compacting with a vibratory roller to achieve the desireddensity, complete as per clause 401. Grading-V - For sub-base cum drainage layer -Mix in Place Method |
| 47 | 5.4.2a-Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size)Providing and laying dense graded bituminous macadam with 80-100 TPH HMPproducing an average output of 75 tonnes per hour using crushed aggregates ofspecified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent byweight of total mix and filler, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the required grade, level, andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve thedesired compaction as per MoRTH specification clause No. 505 complete in allrespects |
| 48 | 4.12-Providing, laying, spreading and compacting graded stone aggregate to Wet MixMacadam 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 |
| 49 | 5.1.a-Providing and applying primer coat with bitumen emulsion ( SS) on prepared surfaceof granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 50 | 5.2.a-Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressuredistributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 51 | 5.6.2.a.1-Providing and laying bituminous concrete with 80-100 TPH hot mix plant producingan average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler with Antistripping additive material 1.0 kg per 1 tonne of bitumen, transporting the hot mix towork site, laying with a hydrostatic paver finisher with sensor control to the requiredgrade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollersto achieve the desired compaction as per MORTH specification clause No. 507complete in all respects Grading - II (13.2 mm Nominal Size) |
| 52 | 8.13-Providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thethickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. Thefinished surface to be level, uniform, and free from streaks and holes |
| 53 | 55.10.1-Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mmProviding and erecting retro-reflectorised Object Hazard Marker sign with 07 yearswarranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 microprismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick /aluminium composit material sheeting 4 mm thick with suitable back support frameand supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cmabove ground level by means of properly designed foundation with M 15 grade cementconcrete 30cmx30x45cm, 45cm below ground level including painting all nonreflective faces with epoxy paint 2 coats over epoxy primer as per approved drawingand clause 801. 300 mm x 900 mm |
| 54 | OD229884/2023-2024-Supplying and laying 160mm dia. PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor’s materialslabour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge |
| 55 | 55.38 a:Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed onStructural Steel c section 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 galvanisedby hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail tobe fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5mm, 330 mm long complete as per clause 811.3. |
| 56 | 55.26a-Providing and applying elastic, elastomeric membrane forming system withanticarbonation and breathing properties. The system should be based on solvent freeacrylic polymers with selected mineral fillers and should be ultra-violet resistant, crackbridging type, carbonation resistant, breathable, enviornment friendly, water proofingcoating. For anticarbonation, equivalent air layer thickness denoted as R or SD CO2grater than 50 m and for breathability equivalent air layer thickness denoted as SDH2O shall be less than 4 m for vapour transmitting barrier. The system consists of onecoat primer @ 75- 100 g/m2. The consumption of main polymer coating to give filmthickness of 200-225 microns (Solid contents- 70%+ -3%) should be approximately.400-450 g/m2 per two coats depending upon the method of application (either byroller or brush) and surface smoothness of the concrete. The total dry film thickness ofthe coating system should be minimum 200 microns for the above system. Polymercoating should be in suitable approved shades, including cost of materials, cleaning,chipping and removing the dirt particles of the concrete slab with wire brush andwater,labour charges for filling the bug holes, cracks, joints etc with one componentpolymer modified fine repair and cosmetic mortar, labour for applying the abovecoating, scaffolding charges,etc. complete as per IRC SP:80 Clause 6.5.1 and Clause2808 in the Specifications Book for Roads & Bridges published by the Ministryduring April 2013. |
| 57 | OD187876/2023-2024-Supplying & laying of drainage composite for use behind walls, between twodifferent fills, alongside drains of road, below concrete lining of canals etc.having thermobonding a draining core - HDPE geonet comprises of two setsof parallel overlayed ribs integrally connected to have a rhomboidal shapewith a polyethylene film and a nonwoven geotextile having mass per unitarea 130 gsm and tensile strength of 8.0 kN/m that will be working asseparation or protecting layer, geocomposite having in plane flow capacity of0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strengthof 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible locationincluding top and bottom, with all leads and lifts, manpower and machinery,materials, labour etc. complete and as directed by Engineer - In - Charge. |
| 58 | 8.4.10-Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 7years warranty manufactured as per IRC :67 made of Type IV microprismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminumcomposite material sheeting 4 mm thick with suitable back supporting frame of MSangle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmlyfixed to the ground by means of properly designed foundation with M 15 grade cementconcrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over epoxy primer and asper approved drawing and clause 801 including lettering symbols etc. 90 cm circular |
| 59 | 8.15-Supplying and installation of delineator (Roadway indicators) posts 80- 100cm highabove ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top withminimum visibility of 300m with provisions to prevent edge lifting and vandalisam,and conforming to clause 806 , IRC-79 and the drawings including fixing to ground(The deleniator shall be of approved type as per specification) |
| 60 | 8.4.12-Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 7years warranty manufactured as per IRC :67 made of Type IV microprismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminumcomposite material sheeting 4 mm thick with suitable back supporting frame of MSangle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmlyfixed to the ground by means of properly designed foundation with M 15 grade cementconcrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level includingpainting all exposed surface with 2 coats of epoxy painting over epoxy primer and asper approved drawing and clause 801 including lettering symbols etc. 50cmx 60 cmrectangular (Single chevron etc.) |
| 61 | 8.4.3-Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 7years warranty manufactured as per IRC :67 made of Type IV microprismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mmthick/ aluminium composit material sheeting 4 mm thick with suitable back supportingframe of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming toIS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding painting all exposed surface with 2 coats of epoxy painting over epoxyprimer and as per approved drawing and clause 801 including lettering symbols etc.60 cm circular |
| 62 | 8.4.2-Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysign with 7years warranty manufactured as per IRC :67 made of Type IV microprismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mmthick/ aluminium composit material sheeting 4 mm thick with suitable back supportingframe of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming toIS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding painting all exposed surface with 2 coats of epoxy painting over epoxyprimer and as per approved drawing and clause 801 including lettering symbols etc.60 cm equilateral triangle |
| 63 | OD93343/2023-2024-Furnishing and Placing RCC Grade M40 Using Concrete Mixer in super-structure as per drawing and Technical Specification |
| 64 | OD93441/2023-2024-Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of requiredstrength, thickness & size/ shape, made by table vibratory method using PUmould,laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into thesand bedding layer through vibratory compaction by using plate vibrator, fillingthe 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-inCharge. 60mm thick cement concrete paver block of M-35 grade with approvedcolour,design & pattern. |
| 65 | 14.16-Providing and applying 2 coats of water based cement paint to unplastered concretesurface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applyingpaint @ of 1 litre for 2 sqm |
| 66 | ELECTRICAL WORKS:OD195607/2023-2024-Supply, installation, testing and commissioning of Stand alone Solar LED StreetLighting with luminaire of IP66 protected, pressure die cast aluminium housing bodywith optimal heat sink, with system wattage less than 80 (+/-10)W with rated life ofL70@ 50,000 hours, CRI greater than or equal to 70 & with system lumensgreater than 9600 and system efficiency greater than or equal to 120%.The Lightfitting shall be with all required accessories suitable for mounting in (48-60)mm ODpole arm surface mounting on 8m octagonal pole. Solar PV module shall be of 250WPDC rating along with LFP battery of 12.8V/200AH capacity and suitable chargecontroller, cables and accessories as required complete |
| 67 | 90.15.3.7:Supply installation testing and commissioning of Octogaonal Pole made of hot dipgalvanised GI sheet 70 mm top diameter, 130 mm bottom diameter thickness 3mmbase plate dimensions of 200x200x16 mm suitable for wind speed as per IS 875 PartIII single arm bracket 0.5mt including connector foundation bolt 4 nos fixed inexisting RCC foundation and junction box etc. complete 8 Meters |
| 68 | OD185322/2023-2024:Supplying and laying 8 swg GI wire at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)<br> |
| 69 | 5.2-Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, andproviding masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required |
| 70 | 90.16.1.11-Supply and drawing bare earthing conductors of the following sizes along with wiring/cables and giving connection as required4.06 mm GI conductor (8 SWG) |
