| 1 | 1 | 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.)\n By Mechnical Means:-\nIn area of light jungle\nSOR 2.3 (ii)A | | 2.46 | Hect. |
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| 2 | 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.), (iii) Girth from 900 mm to 1800 mm\nSOR 2.1 (iii) | | 19 | No. |
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| 3 | 3 | 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.), (iv) Girth above 1800 mm\nSOR 2.1 (iv) | | 20 | No. |
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| 4 | 4 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)\nSOR 3.15 | | 34370 | M2 |
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| 5 | 5 | 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), By Manual Means,Granular courses\nSOR 2.5 I B | | 4320 | M3 |
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| 6 | 6 | 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 of 1000 metres), Dismantling Stone Masonry, Rubble stone masonry in cement mortar.\nSOR 2.4 (iii) B | | 78.32 | M3 |
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| 7 | 7 | 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 of 1000 metres), Lime /Cement Concrete, By Manual Means, Prestressed / Reinforced cement concrete grade M-20 & above\nSOR 2.4 (i) I C | | 5.5 | M3 |
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| 8 | 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 of 1000 metres), Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works., Above 600 mm to 900 mm dia\nSOR 2.4 (ix) B | | 5 | M |
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| 9 | 9 | 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)\nIncluding Royalty @ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.\nSOR 3.6 (i) | | 3236.64 | M3 |
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| 10 | 10 | 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), Rolling with vibratory roller\nSOR 3.17 (i) | | 3976.87 | M3 |
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| 11 | 11 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2), Rolling with vibratory roller\nSOR 3.16 (i) | | 43237.7 | M3 |
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| 12 | 12 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and 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), Rolling with vibratory roller (Stone dust)\nSOR 3.18 (i) | | 36399.3 | M3 |
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| 13 | 13 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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)\nfor grading- I Material\nSOR 4.2 (i) | | 9968.35 | M3 |
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| 14 | 14 | 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.)\nWith Vibratory Roller\nSOR 4.12 | | 8904.67 | M3 |
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| 15 | 15 | 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.)\nSOR 5.1 | | 35618.7 | M2 |
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| 16 | 16 | Tack coat \nProviding 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.\nSOR 5.2 | | 69022.4 | M2 |
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| 17 | 17 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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.) with VG-30 Grade Bulk Bitumen., for GradingII(19 mm nominal size)\nSOR 5.6B (ii) | | 1725.56 | M3 |
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| 18 | 18 | 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. 509 complete in all respects) with VG-30 Grade Bulk Bitumen.\nfor Grading-II(10 mm nominal size)\nSOR 5.8 B(ii) | | 1035.34 | M3 |
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| 19 | 19 | 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), 90 cm equilateral triangle\nSOR 8.4 (i) | | 15 | No. |
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| 20 | 20 | 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), 60 cm x 60 cm square\nSOR 8.4 (vi) | | 15 | No. |
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| 21 | 21 | 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), 80 mm x 60 mm rectangular\nSOR 8.4 (iv) | | 5 | No. |
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| 22 | 22 | 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), 60 cm x 45 cm rectangular\nSOR 8.4 (v) | | 20 | No. |
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| 23 | 23 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)\nSOR 8.5 | | 18 | M2 |
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| 24 | 24 | Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)\nSOR 8.3 (i) | | 4000 | cm height per letter |
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| 25 | 25 | 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.)\nSOR 8.13 | | 1659.66 | M2 |
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| 26 | 26 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc), 5th kilometre stone (precast)\nSOR 8.14 (i) | | 1 | No. |
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| 27 | 27 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc), Ordinary Kilometer stone (Precast)\nSOR 8.14 (ii) | | 4 | No. |
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| 28 | 28 | Metal Beam Crash Barrier, Type - A, \"W\" : Metal Beam Crash Barrier (Providing 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)\nSOR 8.23 A | | 500 | M |
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| 29 | 29 | 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\nSOR 8.1 A | | 500 | M |
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| 30 | 30 | Providing & Laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & patern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the 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-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.\nDSR 16.91.1 | | 1000 | M2 |
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| 31 | 31 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 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)\nTruss and Vertical Support \nSOR 8.7 A | | 4.5 | MT |
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| 32 | 32 | Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I\nNS | | 42 | M2 |
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| 33 | 33 | 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 soil, Mechanical Means, Depth upto 3 m \nSOR 12.1 I B (i) | | 2750.78 | M3 |
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| 34 | 34 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications\nPCC Grade M15 \nSOR 12.8 (A)\n | | 373.08 | M3 |
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| 35 | 35 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification\nRandom Rubble Masonry\nItem no.12.7 (b) of RCD S.O.R | | 903.61 | M3 |
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| 36 | 36 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications, Random Rubble Masonry\nItem no.13.4 (A) of RCD S.O.R | | 190.08 | M3 |
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| 37 | 37 | 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. Boulder laid dry without wire crates. SOR 15.1 (A) | | 53.94 | M3 |
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| 38 | 38 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\nRCC Grade M25\nUsing Concrete Mixer\nHeight upto 5m\nSOR 14.1 B CASE I (i) (p) | | 80.18 | M3 |
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| 39 | 39 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications\nPCC Grade M20\nHeight upto 5m\nSOR Sl. no. 13.5 B(p) | | 72.57 | M3 |
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| 40 | 40 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications \nSOR 14.2 | | 31.19 | MT |
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| 41 | 41 | Providing designation 75 A brick work in C.M. (1:3) in foundation and plinth with approved quality of clean coarse sand of F. M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.\nSOR 13.1 | | 2.44 | M3 |
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| 42 | 42 | 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\nSOR 13.8 | | 155 | No. |
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| 43 | 43 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification \nGranular material\nSOR 13.9 A | | 581.38 | M3 |
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| 44 | 44 | Providing 12mm cement plaster (1:3) with clean coarse sand of F.M.1.5 including screening curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I\nSOR 13.3 | | 187 | M2 |
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| 45 | 45 | 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)\nSOR 8.8 | | 187 | M2 |
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| 46 | 46 | 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.\nSOR 13.10 | | 105.66 | M3 |
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| 47 | 47 | Providing Tarfelt Cushion under the Decl slab complete as per drawing and Technical specification. NS | | 2 | No. |
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| 48 | 48 | 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.\nSOR 14.18 (iii) | | 48 | M |
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| 49 | 49 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight\nSOR 14.18 (iv) | | 48 | M |
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| 50 | 50 | Numbering and writing the culvert no. etc, -do-do- all complete. NS | | 2 | No. |
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| 51 | 51 | 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 of 1000 metres), Cement Concrete Grade M-15 & M-20.\nSOR 2.4 (i) I B | | 40.96 | M3 |
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| 52 | 52 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications \nSOR 15.4 A | | 19.28 | M3 |
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| 53 | 53 | 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\nSOR 9.2 B | | 94 | M |
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| 54 | 54 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications \nSOR 13.2 | | 144.08 | M2 |
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| 55 | 55 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)\nSOR 12.25 | | 352 | M |
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| 56 | 56 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M30 Using concrete mixer.\nSOR 12.38 C (ii) | | 225.828 | M3 |
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| 57 | 57 | Providing & laying of P.C.C. M15 leveling course 100 mm thich below pile cap\nSOR 12.39 | | 13.608 | M3 |
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| 58 | 58 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications \nSOR 12.40 | | 28.97 | MT |
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| 59 | 59 | Confirmatory Boring through core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per spn. and direction of E/I\nWRD SOR 5.2.3.1 | | 30 | M |
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| 60 | 60 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30\nSOR 13.5 G (p) Case II | | 126.03 | M3 |
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| 61 | 61 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications \nSOR 13.6 | | 16.48 | MT |
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| 62 | 62 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\nRCC Grade M 30\nSOR 14.1 C Case II (i) (p) | | 152.6 | M3 |
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| 63 | 63 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence 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.\nSOR 14.7 | | 58.32 | M |
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| 64 | 64 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications\nSOR 14.4 | | 23.84 | M3 |
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| 65 | 65 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification\nSOR 14.10 | | 11.76 | M3 |
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| 66 | 66 | Plain/ Reinforced Cement Concrete in Open Foundation complete as per drawing and Technical specifications. RCC Grade M-20\nRCD SOR 12.8C Case- I | | 6 | M3 |
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| 67 | 67 | Providing and laying Filter Material underneath pitching in slopes complete as per drawing and Technical specifications. \nRCD SOR 15.5 | | 9.64 | M3 |
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| 68 | 68 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification\nSOR 14.11 | | 23.52 | M3 |
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| 69 | 69 | Drainage Spouts complete as per drawing and Technical specification\nSOR 14.9 | | 8 | No. |
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| 70 | 70 | 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.) NH SOR 14.22 | | 24 | M |
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| 71 | 71 | 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.\nSOR 13.14 | | 153600 | CM3 |
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| 72 | 72 | 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. )\nSOR 14.16 | | 112.85 | Sqm |
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| 73 | 73 | Add 12% GST : | | 12 | Rs |
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| 74 | 74 | Add 1% Labour Cess: | | 1 | Rs |
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