| 3964063 | 153607 | None | Code01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 (By Mechanical Means -in Light jungle) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 4.13 | 4.13 | 20202.0 | False | None | None | False | None | False | 83434.26 | 0 |
| 3964064 | 153607 | None | Code02 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth Common with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 99.75 | 99.75 | 2853.56 | False | None | None | False | None | False | 284642.61 | 0 |
| 3964065 | 153607 | None | Code03 | Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, graded, levels and dimensions, excavated material to be used in embankment as per Technical specification Clause 307 by Mechanical means in Soil with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 26.25 | 26.25 | 16331.62 | False | None | None | False | None | False | 428705.025 | 0 |
| 3964066 | 153607 | None | Code04 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 5.25 | 5.25 | 7290.0 | False | None | None | False | None | False | 38272.5 | 0 |
| 3964067 | 153607 | None | Code05 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 6.3 | 6.3 | 2265.0 | False | None | None | False | None | False | 14269.5 | 0 |
| 3964068 | 153607 | None | Code06 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 110.25 | 110.25 | 9275.6 | False | None | None | False | None | False | 1022634.9 | 0 |
| 3964069 | 153607 | None | Code07 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00perCum with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 124.95 | 124.95 | 4794.28 | False | None | None | False | None | False | 599045.286 | 0 |
| 3964070 | 153607 | None | Code08 | Construction of Embankment by excavating the available approved Gravelper Murrum deposited at a place or borrow pits during or prior excavation transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage & all other appurtenacesrequired to complete the work with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 497.7 | 497.7 | 16324.2 | False | None | None | False | None | False | 8124554.34 | 0 |
| 3964071 | 153607 | None | Code09 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 517.65 | 517.65 | 11329.27 | False | None | None | False | None | False | 5864596.6155 | 0 |
| 3964072 | 153607 | None | Code10 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Grading III with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1498.35 | 1498.35 | 4949.65 | False | None | None | False | None | False | 7416308.0775 | 0 |
| 3964073 | 153607 | None | Code11 | Construction of Water Bound Macadam Sub-base or base, by using available scarified aggregate by stacking the scarified material, hand breaking into coarse aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheeled roller 8t in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading I(63mm to 45mm) as per Technical Specification MORD Clause 405 loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete By Manual Means with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1064.7 | 1064.7 | 214.99 | False | None | None | False | None | False | 228899.853 | 0 |
| 3964074 | 153607 | None | Code12 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening binding Materials (Using Screening Crushable type such as Moorum or Gravel) to fill up the interstices of coarse aggregate, watering and compacting to the required density.complete as per Technical Specification Clause 404. Grading I (63 to 45mm) by Mechanical means with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2272.2 | 2272.2 | 1902.06 | False | None | None | False | None | False | 4321860.732 | 0 |
| 3964075 | 153607 | None | Code13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening binding Materials (Mechanical means Using Screening Type B (11.2mm agg) to fill up the interstices of coarse aggregate, watering and compacting to the required density.complete as per Technical Specification Clause 404. Grading II (53 to 22.4 mm) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2526.3 | 2526.3 | 2298.53 | False | None | None | False | None | False | 5806776.339 | 0 |
| 3964076 | 153607 | None | Code14 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kgper Sqm using mechanical means with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 43.05 | 43.05 | 25317.15 | False | None | None | False | None | False | 1089903.3075 | 0 |
| 3964077 | 153607 | None | Code15 | Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kgperSqm on Granular Surface with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 14.7 | 14.7 | 25317.15 | False | None | None | False | None | False | 372162.105 | 0 |
| 3964078 | 153607 | None | Code16 | Open Graded Premix Carpet (OGPC) using 8 percentage Waste Plastic Providing, laying and rolling of Open-Graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-30 Bitumen (with addition of processed waste plastic at 8 percentage replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per MoRTH Technical Specification 508 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 148.05 | 148.05 | 25317.15 | False | None | None | False | None | False | 3748204.0575 | 0 |
| 3964079 | 153607 | None | Code17 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30. By Mechanical Means, Case-II: Type B premix seal coat with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 54.6 | 54.6 | 25317.15 | False | None | None | False | None | False | 1382316.39 | 0 |
| 3964080 | 153607 | None | Code18 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 Cum0 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7091.7 | 7091.7 | 1431.72 | False | None | None | False | None | False | 10153328.724 | 0 |
| 3964081 | 153607 | None | Code19 | Reinforced cement concrete M15 grade kilometre stoneperlocal stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 3073.35 | 3073.35 | 12.0 | False | None | None | False | None | False | 36880.2 | 0 |
| 3964082 | 153607 | None | Code20 | Reinforced cement concrete M15 grade kilometre stone or local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 iii) 200 m stone (precast)with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 884.1 | 884.1 | 35.0 | False | None | None | False | None | False | 30943.5 | 0 |
| 3964083 | 153607 | None | Code21 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 785.4 | 785.4 | 410.0 | False | None | None | False | None | False | 322014.0 | 0 |
| 3964084 | 153607 | None | Code22 | Providing and Fixing 'Logo Board ' of PMGSY at Starting Point Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded or bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be weldedper bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600x600x600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 10784.55 | 10784.55 | 8.0 | False | None | None | False | None | False | 86276.4 | 0 |
| 3964085 | 153607 | None | Code23 | Providing and Fixing Logo of PMGSY Project Typical PMGSY LOGO and informatory sign board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 . All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777per2019perDir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.2 Class B Type-1 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 16119.6 | 16119.6 | 8.0 | False | None | None | False | None | False | 128956.8 | 0 |
| 3964086 | 153607 | None | Code24 | Providing and Fixing Maintenance information Board Providing and fixing of typical Maintenance information board as per specifications and drawing. ACP Sheet of 3 mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Square hallow section 75mmx75mmx6mm which is duly embedded in cement concrete Sqm0 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides. All sections of framed posts, MS sheet and stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a Aluminum composite material(ACP) sheeting of size 900x1500mm of 3mm thick duly boltedperreveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height. 485777per2019perDir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 | Each | 21456.75 | 21456.75 | 8.0 | False | None | None | False | None | False | 171654.0 | 0 |
| 3964087 | 153607 | None | Code25 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mmper4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 3754.8 | 3754.8 | 68.0 | False | None | None | False | None | False | 255326.4 | 0 |
| 3964088 | 153607 | None | Code26 | Direction and Place Identification Signs upto 0.9 Sqm Size Board. Direction and Place Identification signs upto 0.9 sqm size board, Retro-reflectorised Traffic Signs, Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 9460.5 | 9460.5 | 7.2 | False | None | None | False | None | False | 68115.6 | 0 |
| 3964089 | 153607 | None | Code27 | Supplying and Fixing of Molded Shank Raised Pavement Markers per Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RWperNHper33023per10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 plus per- 2 mm and with minimum reflective area of 13 c Sqm on each side and the slope to the base shall be 35 plus per- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 plus per- 2 mm and height not less than 30 plus per- 2 mm) from the body is to be a minimum value of 500 Kg. 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 contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc... complete as directed as per the specification and direction of Engineer-in-charge of the work | Each | 383.25 | 383.25 | 227.0 | False | None | None | False | None | False | 86997.75 | 0 |
| 3964090 | 153607 | None | Code28 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous SurfaceperConcrete Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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 complete as per specifications. MORTH Specification No. 803 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 556.5 | 556.5 | 1809.2 | False | None | None | False | None | False | 1006819.8 | 0 |
| 3964091 | 153607 | None | Code29 | 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 By Mechanical Means (Cement Concrete Grade M-15 & M-20) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 754.95 | 754.95 | 23.25 | False | None | None | False | None | False | 17552.5875 | 0 |
| 3964092 | 153607 | None | Code30 | 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 lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 640.5 | 640.5 | 110.16 | False | None | None | False | None | False | 70557.48 | 0 |
| 3964093 | 153607 | None | Code31 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. c) above 900mm dia Hume Pipe with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 1442.7 | 1442.7 | 15.0 | False | None | None | False | None | False | 21640.5 | 0 |
| 3964094 | 153607 | None | Code32 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. a) upto 600 MM dia Hume Pipe with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 1004.85 | 1004.85 | 20.0 | False | None | None | False | None | False | 20097.0 | 0 |
| 3964095 | 153607 | None | Code33 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. b) above 600 to 900mm dia Hume Pipe with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 1150.8 | 1150.8 | 61.0 | False | None | None | False | None | False | 70198.8 | 0 |
| 3964096 | 153607 | None | Code34 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 107.1 | 107.1 | 2193.87 | False | None | None | False | None | False | 234963.477 | 0 |
| 3964097 | 153607 | None | Code35 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitepertrapperbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6288.45 | 6288.45 | 179.09 | False | None | None | False | None | False | 1126198.5105 | 0 |
| 3964098 | 153607 | None | Code36 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granitepertrapperbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) (5 percentage centring For Sub structure of Cross drainage ) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6971.11 | 6971.11 | 473.32 | False | None | None | False | None | False | 3299565.7852 | 0 |
| 3964099 | 153607 | None | Code37 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granitepertrapperbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) (8 percentage centring For Culvert head wall) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7170.28 | 7170.28 | 61.95 | False | None | None | False | None | False | 444198.846 | 0 |
| 3964100 | 153607 | None | Code38 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) (20 percent Centring For Slab) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 8622.18 | 8622.18 | 434.91 | False | None | None | False | None | False | 3749872.3038 | 0 |
| 3964101 | 153607 | None | Code39 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granitepertrapperbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) (35 percent centring For CC drain wall) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 8962.85 | 8962.85 | 124.44 | False | None | None | False | None | False | 1115337.054 | 0 |
| 3964102 | 153607 | None | Code40 | Supplying, fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingperwelding joints, tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | MT | 82961.55 | 82961.55 | 52.6648 | False | None | None | False | None | False | 4369153.43844 | 0 |
| 3964103 | 153607 | None | Code41 | Reinforced cement concrete M30 grade for approach slab including reinforcement and form work complete as per drawing and Technical specification (Batching Plant) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 12426.75 | 12426.75 | 123.6 | False | None | None | False | None | False | 1535946.3 | 0 |
| 3964104 | 153607 | None | Code42 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) complete as per specifications. MORTH Specification with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 14669.55 | 14669.55 | 26.21 | False | None | None | False | None | False | 384488.9055 | 0 |
| 3964105 | 153607 | None | Code43 | 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, centre to centre 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.with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 2377.2 | 2377.2 | 148.4 | False | None | None | False | None | False | 352776.48 | 0 |
| 3964106 | 153607 | None | Code44 | Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6 . c) 750 mm dia with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 3501.75 | 3501.75 | 135.0 | False | None | None | False | None | False | 472736.25 | 0 |
| 3964107 | 153607 | None | Code45 | Painting Two Coats on New Concrete Surfaces, Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 114.45 | 114.45 | 157.32 | False | None | None | False | None | False | 18005.274 | 0 |
| 3964108 | 153607 | None | Code46 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material)with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1226.4 | 1226.4 | 507.89 | False | None | None | False | None | False | 622876.296 | 0 |
| 3964109 | 153607 | None | Code47 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2007.6 | 2007.6 | 83.88 | False | None | None | False | None | False | 168397.488 | 0 |
| 3964110 | 153607 | None | Code48 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications clause 2504 Stone or Boulder with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2007.6 | 2007.6 | 574.32 | False | None | None | False | None | False | 1153004.832 | 0 |
| 3964111 | 153607 | None | Code49 | Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MORT & H Specification No.1000 per 2300 450mm dia with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 1415.4 | 1415.4 | 225.0 | False | None | None | False | None | False | 318465.0 | 0 |
| 3964112 | 153607 | None | Code50 | Modular Strip per Box Seal Joint Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufacturerpersupplier or their authorised representative ensuring compliance to the manufacturers instructions for installation. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Rmtr | 8232.0 | 8232.0 | 7.5 | False | None | None | False | None | False | 61740.0 | 0 |
| 3964113 | 153607 | None | Code51 | Routine Maintenance after completion of construction works Flexible Pavement for 1st Year | Km | 110072.0 | 110072.0 | 6.73 | False | None | None | False | None | False | 740784.56 | 0 |
| 3964114 | 153607 | None | Code52 | Routine Maintenance after completion of construction works Flexible Pavement for 2nd Year | Km | 132102.0 | 132102.0 | 6.73 | False | None | None | False | None | False | 889046.46 | 0 |
| 3964115 | 153607 | None | Code53 | Routine Maintenance after completion of construction works Flexible Pavement for 3rd Year | Km | 155450.0 | 155450.0 | 6.73 | False | None | None | False | None | False | 1046178.5 | 0 |
| 3964116 | 153607 | None | Code54 | Routine Maintenance after completion of construction works Flexible Pavement for 4th Year | Km | 180119.0 | 180119.0 | 6.73 | False | None | None | False | None | False | 1212200.87 | 0 |
| 3964117 | 153607 | None | Code55 | Routine Maintenance after completion of construction works Flexible Pavement for 5th Year | Km | 206104.0 | 206104.0 | 6.73 | False | None | None | False | None | False | 1387079.92 | 0 |
| 3964118 | 153607 | None | Code56 | Routine Maintenance after completion of construction works Rigid Pavement for 1st Year | Km | 106857.0 | 106857.0 | 2.145 | False | None | None | False | None | False | 229208.265 | 0 |
| 3964119 | 153607 | None | Code57 | Routine Maintenance after completion of construction works Rigid Pavement for 2nd Year | Km | 125426.0 | 125426.0 | 2.145 | False | None | None | False | None | False | 269038.77 | 0 |
| 3964120 | 153607 | None | Code58 | Routine Maintenance after completion of construction works Rigid Pavement for 3rd Year | Km | 145065.0 | 145065.0 | 2.145 | False | None | None | False | None | False | 311164.425 | 0 |
| 3964121 | 153607 | None | Code59 | Routine Maintenance after completion of construction works Rigid Pavement for 4th Year | Km | 165777.0 | 165777.0 | 2.145 | False | None | None | False | None | False | 355591.665 | 0 |
| 3964122 | 153607 | None | Code60 | Routine Maintenance after completion of construction works Rigid Pavement for 5th Year | Km | 187558.0 | 187558.0 | 2.145 | False | None | None | False | None | False | 402311.91 | 0 |
| 3964123 | 153607 | None | Code61 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.-By Mechanical Means-In area of non-thorny jungle with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 5.12 | 5.12 | 3107.0 | False | None | None | False | None | False | 15907.84 | 0 |
| 3964124 | 153607 | None | Code62 | Construction of Subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 641.89 | 641.89 | 2701.0 | False | None | None | False | None | False | 1733744.89 | 0 |
| 3964125 | 153607 | None | Code63 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 15.62 | 15.62 | 24918.75 | False | None | None | False | None | False | 389230.875 | 0 |
| 3964126 | 153607 | None | Code64 | Mix Seal Surface (MSS) using 8 percent Waste Plastic - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 percent Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 216.13 | 216.13 | 24918.75 | False | None | None | False | None | False | 5385689.4375 | 0 |