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| 1 | Embankment Construction with materials obtained from borrow area (construction of Embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to require slop and compacting to meet requirement of table 300-2 with and av. Lead of 15.00 Km. |
| 2 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering,as per drawing and technical specifications |
| 3 | Excavation in Soil with Dozer with lead upto 1000 metres/Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 4 | Providing and fixing indicator/Gaurd 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 |
| 5 | Providing and fixing indicator/Gaurd 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 |
| 6 | Providing and fixing R.C.C.M-15 Hectometer stone (Precast) as per I.R.C. type design, fixed in position in C.C. 1:4:8 incl. painting & printing letters with approved paints etc. complete |
| 7 | Providing and fixing R.C.C. M-15 Boundary Pillars of standard design, fixed in position in C.C. 1:4:8 incl. finishing, white washing in three coats etc. complete. |
| 8 | Providing and fixing R.C.C.M-15 5th Km. stone (Pre cast) ofI.R.C. slandered design, fixed in position in C.C. 1:4:8 incl. painting & printing letters with approved paints etc. complete |
| 9 | Providing and fixing R.C.C.M-15 Ordinary Km. stone (Precast) ofI.R.C. slandered design, fixed in position in C.C. 1:4:8 incl. painting & printing letters with approved paints etc. complete |
| 10 | Earth work in excavation of foundation for structure complete in Ordinary soil |
| 11 | Earth work in excavation of foundation for structure complete in Ordinary rock not required blasting |
| 12 | Plain Cement Concrete 1:3:6 mix with stone aggregates 40mm nominal size mechanically mixed and vibrated in foundation and compacted by vibration includingcuring curing for 14 days. |
| 13 | Plain / Reinforced cement concrete M-15 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in in open foundation complete as per drawing and technical specifications etc. complete. |
| 14 | Plain cement concrete M-20 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in in open foundation complete as per drawing and technical specifications etc. complete. |
| 15 | Reinforced cement concrete M-20 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in in open foundation complete as per drawing and technical specifications etc. complete. |
| 16 | Reinforced cement concrete M-25 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in in open foundation complete as per drawing and technical specifications etc. complete. |
| 17 | Reinforced cement concrete M-30 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in in open foundation complete as per drawing and technical specifications etc. complete. |
| 18 | Plain/Reinforced Cement Concrete M-15 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in sub structure etc. complete. |
| 19 | Plain/Reinforced Cement Concrete M-20 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in sub structure etc. complete. |
| 20 | Plain/Reinforced Cement Concrete M-25 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in sub structure etc. complete. |
| 21 | Plain/Reinforced Cement Concrete M-30 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in sub structure etc. complete. |
| 22 | Furnising and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Sapecification (A) RCC Grade M-20 for solid slab in super Structure, |
| 23 | Furnising and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Sapecification (B) RCC Grade M-25 for solid slab in super Structure, |
| 24 | Furnising and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Sapecification (C) RCC Grade M-30 for solid slab in super Structure, |
| 25 | Supplying, fitting and placing TMT FE-550D bar reinforcement in foundation complete as per drawing and technical specification. |
| 26 | Supplying, fitting and placing TMT FE-550D bar reinforcement in sub-structure complete as per drawing and technical specification. |
| 27 | Supplying, fitting and placing TMT FE-550D bar reinforcement in super-structure complete as per drawing and technical specification. |
| 28 | Pointing in C.M. 1:3 flush on brick/C.R./U.C.R. masonry etc. complete |
| 29 | Plaster 12 mm thick in Cement mortar 1:3 etc. complete |
| 30 | Laying R.C.C. Pipe NP-4/Pestressed Cement Concrete Pipe on First Class bedding in single row (Laying RCC Pipe NP4 / prestressed pipe for culverts on first class bedding of granular material in single row including pointing ends fixing collar with cement mortar 1:2 in Single Row |
| 31 | (a) 1000 mm dia |
| 32 | (b) 1200 mm dia |
| 33 | Laying R.C.C. Pipe NP-4/Pestressed Cement Concrete Pipe on First Class bedding in double row (Laying RCC Pipe NP4 / prestressed pipe for culverts on first class bedding of granular material in double row including pointing ends fixing collar with cement mortar 1:2 in Double Row |
| 34 | (a) 1000 mm dia |
| 35 | (b) 1200 mm dia |
| 36 | Supllying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters (ii) 450 mm dia (more than 10 ton) |
| 37 | Supllying and fixing reinforced concrete heave duty non pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters (ii) 600 mm dia (more than 10 ton) |
| 38 | Construction of Precast RCC railing of M-30 grade, aggragate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to excedd 1 in 500, centre to cntre spacing between vertila post not to exceeding 2000 mm, leaving adquate space between vetical post for expansion, complete as per aporved drawings and technical specification. |
| 39 | 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 |
| 40 | Providing and fixing post and pipe railing as per detailed drawing including 3 coats if painting to steel works complete (more than 10 ton) |
| 41 | White Stone Bella Masonary in Super structure with white stone of approved quality in C.M. 1:6 |
| 42 | 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 Mixer |
| 43 | 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. |
| 44 | (i)By Manual Means:-(A) In area of light jungle |
| 45 | (i)By Manual Means:-(B) In area of throrny jungle |
| 46 | 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. |
| 47 | (i)By Mechenical Means:-(A) In area of light jungle |
| 48 | (i)By Mechenical Means:-(A) In area of throrny jungle |
| 49 | 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 metres.) |
| 50 | Earthwork in cutting including preparing the slope and camber andstacking or utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting with all lead and lift. (i) Hard Murrum |
| 51 | 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 metres ) |
| 52 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) (A) Mechanised |
| 53 | Excavation for foundation upto 1.50 Mt. depth including sorting out and stackeing of useful materials & disposing off the excavated stuff with all lead and lift etc. completed Hard Murrum |
| 54 | Uncoursed Rubble masonary with hard stone of approved quality in C.M. 1:5 (1-Cement, 5-Course Sand) including levelling up etc. completed |
| 55 | Cleaning black top surface / 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 |
| 56 | 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. |
| 57 | Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor |
| 58 | Maintanance of Earthen shoulders (Filling with fresh soil) making up loss of Material / irregularities on shoulder to be design level by adding fresh approved soil and compacting it with appropride equipment. |
| 59 | Clearing grass and removal of rubbing |
| 60 | Providing and casting in situ ordinory cement concrete M-200 for kerb / kerb blocks including form work, curing and finishing complete. |
| 61 | 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) |
| 62 | 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. |
| 63 | Supplying labour at site of work for different type of work as directed (with tools and plants) |
| 64 | Carrying out traffic census at specified count post including engaging man power, furniture, lights, stationery etc for seven days including preparing detailed report as per most norms in comprising format showing PCU & CV per day etc. complete in all respect. |
| 65 | 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 75mm) |
| 66 | Removal of existing asphaltic wearing coat comprising of 50mm thick asphaltic concrete laid over 12mm thick mastic asphalt including disposal with all lift and lead upto 1000m. |
| 67 | Guniting Concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy and fixing wire mesh 50mm x 50mm sixe of 3 mm wire complete as per Technical Specification. |
| 68 | Guniting Concrete surface with cement mortar applied with compressor after cleaning surface and spraying with Cement Slurry and fixing wire mesh 50mm x 50mm sixe of 3 mm wire complete as per Technical Specification. (Excluding use of Epoxy) |
| 69 | Providing and inserting nipples with apporved fixing compound after drilling holes for grouting as per technical specifications including subsequent cutting/removal and sealing of the holes as necessary of nipples after completion of grouting with Cement/Epoxy. |
| 70 | Sealing or cracks/porus concrete by injection process through nipples / Grouting complete as per Technical specification. |
| 71 | (a) Cement Grout |
| 72 | 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 manufacture and as approved by the Engineer. |
| 73 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 74 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification. |
| 75 | Applying pre-packed cement based polymer mortar of strngth 45 Mpa at 28 days for replacement of spalled concrete. |
| 76 | Replacement of damaged concrete railling. |
| 77 | Replacement of crash barrier. |
| 78 | 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 throughly, applying cement concrete after erection of proper form work.) |
| 79 | Repair of Steel Railing (Repair of steel railing to bring it to the original shape) |
| 80 | Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300mm wide, 2.5 m in length fitted on a \"A\" frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white strips, 150mm in width at an angle of 450, \"A\" frame painted with 2 coats of yellow paint, complete as per IRC:SP-55-2001) |
| 81 | Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1m in length for guiding the traffic) |
| 82 | Crack filling (Filling of crack using slow - curing bitumen emulsion & applying crusher dust in case crack are wider than 3mm) |
| 83 | Repairing of joint grooves with epoxy mortar repair of spalled join grooves of construction joints, longitudinal joint and expansion joint in concrete pavements using epoxy mortar or epoxy concrete) |
| 84 | Manualy spreading of mix material by contractor\"s labour.(Inc. cleaning the site & spreading tool) (Excludingmix material , transporting & macheniry) For Bitumenous macadam material. |
| 85 | Manualy spreading of mix material by contractor\"s labour.(Inc. cleaning the site & spreading tool) (Excludingmix material , transporting & macheniry) For Mix seal material. |
| 86 | Carrying out road side activities by providing Front End Loader 1 Cum. Bucket capacity Machine as per direction of Engineer – in – charge with all lubricants, fuel, operator etc. |
| 87 | Carrying out road side activities by providing Tractor with trolly / blade on front and cultivator on back as per direction of Engineer – in – charge with all lubricants, fuel, operator etc. |
| 88 | Carrying out road side activities by providing Vibratory Roller for asphalt work, WMM work etc. 8 tonne capecityMachine as per direction of Engineer – in – charge including with all loading - unloading, lubricants, fuel, operator etc. |
| 89 | Carrying out road side activities by providing Tandum Roller for asphalt work, WMM work etc. 8 tonne capecityMachine as per direction of Engineer – in – charge including with all loading - unloading, lubricants, fuel, operator etc. |
| 90 | Carrying out road side activities like watering to plantation of central vergeas per direction of Engineer – in – charge with all lubricants, fuel, operator etc. |
| 91 | Carrying out road side activities like watering to plantation of central vergeas per direction of Engineer – in – charge with all lubricants, fuel, operator etc. |
| 92 | Carrying out road side activities by providing J.C.B. for removal of Earth, debris, trees, plants, advertisement hoarding andRoad Side Activities / Disposal of Unstacking Materials & other civil work etc. comp with all lead & lift/ Jungle Cutting from Road Side. |
| 93 | Carrying out road side activities by providing Hydraulic Excavator / Hitachi or equivalentmachine / Crawler Mounted Excavator (Bucket Capacity > 1.0 cum) for removal of Earth, debris, trees, plants, advertisement hoarding andRoad Side Activities / Disposal of Unstacking Materials & other civil work etc. comp with all lead & lift/ Jungle Cutting from Road Side. |
| 94 | Rolling and consolidation water bound macadam(except laterite and kankar including watering not exceeding 150mm thickness (main layer) including binding materials including fillin in depression which occurs during the process. (B) With power roller exceeding 8 tonne and not exceeding 12 tonnes. |
| 95 | Hire charges for carrying of Asphalt Mix material / WMM / WBM / other construction material / debris material / dismantaling material from plant site / dump site / road site ot paver site / work site / dump site including fuel, driver, cleaner, all lubricants and others etc complete. |
| 96 | (I) Lead up to 50 km |
| 97 | (ii) Lead from 50to 100 km |
| 98 | Surveying for road works including ranging, chainning, pegging, levelling and campass surveying or any other latest surveying techniques including all labour material and instruments etc. complete. |
| 99 | Removing of Destroted/bend M.S. angle and providing and fixing new M.S. angle 40mm x 5mm size C.C. 1:4:8 (1 cement: 4 Sand: 8 Crushed stone aggregate or brick bats) incl. required excavation and all labour involved etc. compl |
| 100 | Providing letters of NH. Standart cut from reflective tap of standart quality including pasting the same on the boards as directed with all labour and materials cost etc. comp. |
