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| 1 | 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) |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow area with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 3 | Providing, laying, spreading and compacting specified G.S.B. close graded (C.B.R. not less than 30 %) or any other course materials in sub grade incl. carriage of material spreading in uniform layers with manually on a prepared base and compacting with power road roller to achieve the density including all materials, labour and lighting, guarding, barricading including maintenance of diversion etc. complete. Use for new construction. |
| 4 | 5th kilometre stone (precast) (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) |
| 5 | Ordinary Kilometer stone (Precast) (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) |
| 6 | Hectometer stone (Precast) (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) |
| 7 | Providing and fixing guard stone as per I.R.C. type design including white washingetc. complete.(i) Fixing in Earth |
| 8 | Providing and fixing guard stone as per I.R.C. type design including white washingetc. complete.(ii) Fixing in C.C. 1:5:10 |
| 9 | Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(i) Fixing in Earth |
| 10 | Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10 |
| 11 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) |
| 12 | Cleaning & grubbing road land incl. uprooting rank vegitation grass, bush, shrubs,sapling& Hector trees of girth up to 300 mm.& removal of stumps disposal of unservicable material upto 100 m. from road boundary.(i) by mannual means in area of light jungle. |
| 13 | Cleaning & grubbing road land incl. uprooting rank vegitation grass, bush, shrubs,sapling& Hector trees of girth up to 300 mm.& removal of stumps disposal of unservicable material upto 100 m. from road boundary.( i) by mannual means in area of thorny jungle. |
| 14 | Cleaning & grubbing road land incl. uprooting rank vegitation grass, bush, shrubs,sapling& Hector trees of girth up to 300 mm.& removal of stumps disposal of unservicable material upto 100 m. from road boundary.(i) by mechanical means (JCB) in area of light jungle. |
| 15 | Cleaning & grubbing road land incl. uprooting rank vegitation grass, bush, shrubs,sapling& Hector trees of girth up to 300 mm.& removal of stumps disposal of unservicable material upto 100 m. from road boundary.(i) by mechanical means (JCB) in area of throny jungle. |
| 16 | Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc. (ii) Black top surface. |
| 17 | Hire charges for Backhoe-loader 1 cum bucket capacity / JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of operators, POL etc. |
| 18 | Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc. |
| 19 | Hire charges for tractor with Rotavator on front and cultivator on back including Diesel, oil, operator, helper etc. comp. for earth work, carriage, removal of debris etc. |
| 20 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) |
| 21 | Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor) |
| 22 | Supplying labour at site of work for different type of work as directed (with tools and plants) |
| 23 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 Rmt.s.) |
| 24 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 Rmt.s ) |
| 25 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 26 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 27 | Laying Reinforced cement concrete pipe NP4/prestressed 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 .(a) 1000 mm dia |
| 28 | Laying Reinforced cement concrete pipe NP4/prestressed 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 .(b) 1200 mm dia |
| 29 | Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (a) 1000 mm dia |
| 30 | Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (b) 1200 mm dia |
| 31 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (A) PCC Grade M15 (p) Height upto 5m |
| 32 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (B) PCC Grade M20 (p) Height upto 5m |
| 33 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (C) PCC Grade M25 (p) Height upto 5m |
| 34 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (E) RCC Grade M20 (p) Height upto 5m |
| 35 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (E) RCC Grade M20 (q) Height 5m to 10m |
| 36 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25(p) Height upto 5m |
| 37 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25 (q) Height 5m to 10m |
| 38 | Supplying, fitting and placing TMT bar Fe 550D reinforcement complete as per drawing and technical specifications |
| 39 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 40 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (A) Granular material |
| 41 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (B) Sandy material |
| 42 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (A)RCC Grade M20, Using Concrete Mixer (p) Height upto 5m |
| 43 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (B)RCC Grade M25 (Case I)Using Concrete Mixer (p) Height upto 5m |
| 44 | Supplying, fitting and placing TMT bar Fe 550D reinforcement in super-structure complete as per drawing and technical specifications |
| 45 | 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(A) Stone/Boulder |
| 46 | 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(B) Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 |
| 47 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m (Thickness 75 mm) |
| 48 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. |
| 49 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification |
| 50 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and sprayingcomplete as per Technical specification (without epoxy) |
| 51 | Providing and inserting nipples with approved fixing compound after drilling holes for 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 |
| 52 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.(A) Cement Grout |
| 53 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.(B)Cement mortar (1:1) Grouting |
| 54 | Patching of damaged concrete surface with polymer concrete and curing compounds,initiator and promoter,available in present formulations,to be applied as per instructions of manufacturer and as approved by the Engineer. |
| 55 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 56 | Applying epoxy mortar over leached,honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification |
| 57 | Removal of defective concrete,cleaning the surface thoroughly,applying the shotcrete mixture mechanically with compressed air under pressure,comprising of cement,sand,coarse aggregates,water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively,water cement ratio ranging from 0.35 to 0.50,density of gunite not less than 2000 kg/cum,strength not less than 25 Mpa and workmanship conforming to clause 2807.6. |
| 58 | Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete |
| 59 | Providing & Applying Epoxy bonding of new concrete to old concrete |
| 60 | Replacement of damaged concrete railing. |
| 61 | Replacement of crash barrier. |
| 62 | Replacement of damaged mild steel railing |
| 63 | Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape,cleaning the area to be repaired thoroughly,applying cement concrete after erection of proper form work.) |
| 64 | Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.) |
| 65 | Repair of steel Railing (Repair of steel railing to bring it to the original shape) |
| 66 | Brick masonry work in 1:3complete excluding pointing and plastering,as per drawing and technical specifications |
| 67 | Pointing with cement mortar (1:3 ) on brick work as per Technical specifications |
| 68 | Plastering with cement mortar (1:3 ) on brick workas per Technical specifications |
| 69 | Stone masonry work in cement mortar 1:3 complete as per drawing and Technical Specifications (A) Random Rubble Masonry |
| 70 | Stone masonry work in cement mortar 1:3 complete as per drawing and Technical Specifications (B) Coursed rubble masonry (first sort) |
| 71 | White Stone Bela mesonry block in coursewith stone of approved quality in Lime Mortar 1:6 (1-Cement : 6- course sand) including packing the joints etc. complete. (upto 10 ton) |
| 72 | White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete |
| 73 | 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) (A) Using Concrete Batching and Mixing plant |
| 74 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) (A) Using Concrete Mixer |
| 75 | Earthwork in cutting including preparing the slope and camber andstacking or utilising the cutting stuff in bank as directed with all lead from the end of cutting with all lead and lift.(i)Hard murrum. |
| 76 | Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead (more than 10 ton) |
| 77 | Restoration of Rain Cuts (Restoration of rain cuts with soil,moorum,gravel or a mixture of these,clearing the loose soil,benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment,levels and slopes) |
| 78 | Carrying out Traffic census at specified count post including engaging man power, furniture, Lights, stationary etc for seven days including prepairing detailed report as per most norms in comprised format showing PCU & CV per day etc. complete in all respect |
| 79 | Construction of precast RCC railing of M30 Grade,aggregate size not exceeding 12 mm,true to line and grade,tolerence 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.( Two tier/ Three tier ) |
| 80 | Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings) |
| 81 | Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing) |
| 82 | Engaging Vibrator Roller of 8 to 12 tonne capacity including hire charges, loading, unloading, labour charges, diesel, drivers etc. complete upto NH limit as per instructions of Engineer in charge. |
| 83 | Providing and fixing Mild steelrailing as per drawing and technical specifications as per M.O.S.T slandered drawing No. BD/1-88 etc. complete |
| 84 | Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand including levelling up etc. complete |
| 85 | Providing& Applyingof rust convertor of standard quality in two coats after chipping of loose material with sand blasting and cleaning of exposed surface with wire brushes as per MORT&H specification |
| 86 | Providing& Applying concrete penetrating corrosion inhibitor of standard quality and technical specifications. |
| 87 | Providing& Applying Cement Polymer Composite Coating as anti corrosive treatment over the reinforcement bars as per technical specifications |
| 88 | Repair to spalled surface by pre packed ready mixed polymer modified spray mortar up to thickness 50 mm of minimum M-45 grade of reputed approved make like BASF etc., including oferection of scaffolding, manpower, material etc completed. |
| 89 | Revenue survey charges for joint measurements for land to be acquired. Etc |
| 90 | Demarkation of road alingment including marking out road line by providing and fixing wooden pegs or steel rod of required size at every 25 M to 50 M. including excavating trenches ion both sodes of 0.30 m. x 0.30M. including supplying of labours and all materials for every work etc. complete. |
| 91 | Surveying for road works including ranging, chaining, pegging leveling and compass surveying including all labour materials and instruments etc, complete. |
| 92 | Providing and fixing stones of 25cm x 25cm x 17.5cm.size of approved quality for centre line or apex point including excavation, concreteing and fixing te stone including casting of stone etc, complete. |
| 93 | 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 Rmt.s)(i) Lime /Cement Concrete(I) By Manual Means(A) Lime Concrete, cement concrete grade M-10 and below |
| 94 | (B) Cement Concrete Grade M-15 & M-20 |
| 95 | (C) Prestressed / Reinforced cement concrete grade M-20 & above |
| 96 | (II) By Mechanical Means for items No. 2.04( b) & ( c) (A) Cement Concrete Grade M-15 & M-20 |
| 97 | (B) Prestressed / Reinforced cement concrete grade M-20 & above |
| 98 | Providing and fixing wire mesh 50mm x 50mm size of 3mm wire. |
