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| 1 | Earthwork excavation in foundation by Mechanical means in all kinds of soil including disintegrated rock of all kinds including soft rock not requiring blastinginterspread with boulder upto 1/2 cum volume,soling of road, path etc. and hard core, water bound macadam, lean concrete, stone masonry in lime mortar or brick work in lime mortar or mud mortar below ground level and soft conglomerate rock where stone may be detached from fine matrix with pick axes and crow bars and generally any materials which is not offering resistance to digging greater than the hardness of any aforesaid soils includingtrimming the slopes and bed to proper profile and transporting useful excavated materials by mechanical means and laying on properly prepared and scientifically approved surface of bank of canal in filling section and laying the earth in 22.5 cmthick to receive compaction and unuseful soil in spoil bank as required with all leads, lifts, delifts, loading and unloading, cost component and maintenance of coffer dam, diversion arrangement for excess flow and the removal of the same after completion of the work includingthe cost of tools and the removal of the same after completion of the work including the cost of tools and plants, all materials, all taxes with mobilization and demobilization and construction and maintenance charges with all incidental charges to complete the item of work as per design, drawing, specification and direction of the Engineer-in-charge. |
| 2 | Earthwork excavation in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
| 3 | Earthwork Excavation in foundation in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
| 4 | Collecting , supplying and spreading of coarse clean sand of approved specification with all cost , carriage, royalty and all other charges in filter drain on bed & slope of canal / foundation of structures to proper line & level using removable sheet metal separators up to design height watering & ramming to proper compaction including hire charges of machinaries , site illumination, mobilisation, demobilisation , costruction of coffer dam ,approach road , diversion road with all leads lifts,delifts , T&P etc. complete as directed by the Engineer - in -Charge. |
| 5 | Excavation in basestripping the seat embankments by mechanical means removing of all organic materials in all kinds of soil including stoney earth, moorum mixed with pebbles disintegrated rock, weathered rock, sand stone, gravel mixed with stone boulders not requiring blasting, soling of roads, hard core macadam surface of water bound and bitumen or tar bound, lime or cement concrete, all types of stone masonry etc. and leveling the bed laying the excavated materials away from the work site in layers not exceeding 225 mm in depth including breaking clods 5 cm to 7 cm size with all leads, tools and plants, labours, all taxes required for the work including supervision charges, cost of moblisation and demobilisation with all incidental charges to complete the item of work as per direction of the Engineer-in-charge. |
| 6 | Earthwork in excavation by mechanical means in all kinds of soil including disintegrated rock of all kinds including sheet laterite and soft rock, sand stone hard conglomerate rubble stone having all size not requiredblasting, soling roads, path, hard core macadam surface (water/ tar/ bitumin or lime bound) lime or cement concrete, masonary with cement or lime morter below ground level, soft conglomerate where stone may be detached from the matrix with pickaxe and generally any materials which require the close application of pickaxe scarifying to loosen any soil mentioned above by, manual or mechanical means with all leads, lifts and delifts including shoring, shuttering, proping bullah, pilling, including cost of dewatering drainage arrangement and slushremoval if required & ramming the foundation and removing stumps and roots of trees including stacking the excavated materials away from the work site including back filling the sides of foundation trenches with useable earth in layers not exceeding 150mm thick including ramming manually or mechanically fully compacted as per the drawings, designs and specifications, including cost of mobilization, demobilisations, supply or all equipments, materials, labour ,tools required for the work, supervision charges, all taxes etc. with all incidental charges to complete the item of work as per direction of the Engineer-in-charge. (Measurment and payment will be made on theoretical design and level section) |
| 7 | Watering eathwork up to OMC condition and compaction by vibrating roller and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Enginer-in-charge (measurement tobe taken on the finished compacted section of the fill under OMC condition). |
| 8 | Plain Cement concrete M-15 using 40mm and down graded size hard granite crusher broken stone aggregate from approved quarry free from weathered skin surface, dust& any other deleterious materials of approved grading, including supply of clean sharp and of approved quality in canal structure as per approved design, drawings and specification with all leads, lifts and delifts, includingcost, carriage, royaltiesand taxes of all materials, screening & washing etc. of all materials, dewatering mixing & vibrating by mechanical means including supply of all tools and plants, labour with cost of carriage of water curing and construction & renmoval of Coffer dam and gangway if required & supervision charges including mobilisation & demobilisation & with all incidentalcharges to comnplete the item of work as per direction of the Engineer-in-charge. |
| 9 | Cement Concrete M-15 with hard granite chips of size 20mm and down graded including cost, conveyance, royaltity and other taxes of all materials etc. complete as per direction of Engineer-in-charge. |
| 10 | Cement Concrete M-20 with hard granite chips of size 20mm and down graded including cost, conveyance, royaltity and other taxes of all materials etc. complete as per direction of Engineer-in-charge. |
| 11 | RCCwork of M-25 grade with 20mm and down graded black hard granite (crusher broken) stone chipsincluding cost, conveyance, T & P labour and taxes of all materials with all leads,lifts & delifts & dismantling & finishing after 21 days including; mobilisation, demobilisations with incidental charges to complete the items of work as per drawing, design & specification & direction of the Engineer-in-charge. |
| 12 | Filling in foundation trenches with useable quality of earth available fromfoundation excavation in layer not exceeding 150mm thick including watering, ramming manually or mechanically fully compacted with all leads, lift and delifts, tools and plants, all taxes, labour and supervision charges as per direction of Engineer-in-charge. |
| 13 | Formwork for concrete in canal structure with F2 finish using steel shutter plates of approved specification for surface not prominently or permanently exposed to public views, such as galleries,adits,bridges,retaining walls open spill ways including cost, conveyance, T & P labour and taxes of all materials with all leads,lifts & delifts & dismantling & finishing after 21 days including; mobilisation, demobilisations with incidental charges to complete the items of work as per drawing, design & specification & direction of the Engineer-in-charge. |
| 14 | Rigid and smooth centering and shuttering at all heights of trough and road slab of acqueduct bridges, deck slab and soffit slabs using required nos of pylons for vertical supports of scaffolding centering and shuttering with joints,……as per requirement as directed by Engineer-in Charge. |
| 15 | Providing, straightening, cutting, bending, binding and tying the grills and placing in position the reinforcement including lapping or welding where necessary, including cost, carriage and taxes of tested, reinforcing bars, binding wires with all leads, lifts and delifts, cost of all labour, including mobiliseltion and demobilisation, supplying, running and maintenance of all machineries and equipments necessary for the work with all incidental charges including cost of lap bars, chairs etc. to complete the item of work as per approved designs, drawing and specification and direction of the Engineer-in-charge. |
| 16 | Providing and laying sub-base with moorum in layers not excceeding 100mm watering and compacting to the required density in OMC with PRR etc complete to the required density in OMC by manual or mechanical means including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 17 | Providing, laying spreading and compacting graded stone agreegrate 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 and compacting with vibratory roller to achieve the desired density. etc complete including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 18 | 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 etc complete including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 19 | Providing and laying bitumens macadam with 100 - 120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed agreegrates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction etc complete including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 20 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. etc complete including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 21 | Providing and laying semi dense bitumenous concrete with 100 - 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bitumenous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control rolling with smooth wheeled, vibratory and tanden rollers etc complete including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 22 | Providing weep holes in Concrete abutment and wing walls / return wallwith 75mm diaPVC pipe extending through the full width of the structure with slope of 1V:20H towards dressing face at regular interval as per approved design,drawing and specificationswith all cost,carriage,royalty,taxes of all materials ,T&P,labour cess,Labour & supervision charges complete as per direction of Engineer-in-Charge. |
| 23 | Rough stone dry packing in approns and revetments with HG stone of of size15cm to 30cm including all cost, carrages and royality etc.including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 24 | Grouting approns and revetment 23 cm deep with cement concrete (1:4:8) with 25 mm broken granite metals including cost, conveyance, labour, royality etc complete including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 25 | Labour for fixing G.I. Barbed Wire fencing and post by means of staples and straining hooks by means of tying with G.I. wire and including cost of staples, hooks and tying wires and T&P, labour etc. complete as per the direction of the Engineer - in - Charge. |
| 26 | Providing G.I. Barbed Wire including cost & conveyance of materials, taxes etc. complete as per the direction of the Engineer - in - Charge. |
| 27 | Labour for laying and fixing 0.60m dia. RCC humpe pipes in position with jointing collar in reinforced cement concrete M-20 (1:1.5:3) wiyh 20mm down graded hard granite chipsincluding cost, conveyance , roalty etc. of spun pipe complete but excluding cost of cement concrete with all leads , lift and delifts as per the direction of the Engineer - in Charge. |
| 28 | Labour for laying and fixing 0.90m dia. RCC humpe pipes in position with jointing collar in reinforced cement concrete M-20 (1:1.5:3) wiyh 20mm down graded hard granite chipsincluding cost, conveyance , roalty etc. of spun pipe complete but excluding cost of cement concrete with all leads , lift and delifts as per the direction of the Engineer - in - Charge. |
| 29 | Providing dry rubble rock toe with blasted and quarried granite boulders of sizes 30cm and above with all leads and lifts including dumping with packing interstices properly and surface packing to proper line and level complete as directed by the Engineer-in-charge. ( No deduction to be made towords voids in finished section.) (Cost of transportation to be added) |
| 30 | Finishing walls with water proofing cement paint 2 coats of approved shade on old work one coat to give an even shade exculding cost of paint including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 31 | Painting 2 coats with High-glowReflective painton the surface of letter writing Jambhira Dam including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 32 | Brickwork with CM (1:6) using Flyash Bricks having crushing strength not less than to 75kg/cm2 in superstructure 1st floor including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 33 | Supplying and fixing MS grills and gate including cost, conveyance, taxes etc. complete including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 34 | 12mm thick Cement Plaster ( 1:6 ) for outside of thebrick work including cost, conveyance of all materials and labour charges including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 35 | 16mm thick Cement Plaster ( 1:6 ) for inside of thebrick work including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 36 | 6mm thick Cement Plaster ( 1:4 ) as ceiling plaster to R.C.C. surfaces finished smooth including closed deep chipping and slurry treatment including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 37 | 20mm. thick cement plaster (1:4) as graded plaster over roof including cost, conveyance of all materials and labour charges including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 38 | Fixing of Vitrified Tiles in floors, treads and landings on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigment to match the shade of the tiles includingrubbing and polishing including cost of tiles including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 39 | Fixing of Tilesin Dados, skirting\"s and rises of steps on 12mm thick bed of cement plaster (1:3) joined with cement slurry including cost of tiles including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 40 | Priming one coat with any approved primer including cost of primer including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 41 | Painting two coats with any approved enamel paint including cost of paints and labour including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge. |
| 42 | RCC work in M20 grade concrete (1:1.5 :3) with 20mm down grade CBHG chips including labour and cost, conveyance and royality of materials, taxes etc. centering and shuttering, hire charges of machinaries ,(excluding cost of steel reinforcement )etc. complete as per direction of Engineer-in-charge. |
| 43 | Column Base |
| 44 | Column and Beam |
| 45 | Lintel |
| 46 | Chajja |
| 47 | Roof slab |
| 48 | Fine dressing and turfing the canal embankment, slopes with approved quality of compacted dubgrass including collection and supplying the same from approved site including loading, unloading, conveyance charges, royalty and all other taxes with all leads and specification including cost of mobilization, demobilization, supplying all machineries, equipments, materials. arid labour required for the work supervision charges including cost of watering and making arrangements till survival of grass to its full growth with all incidental charges to complete the item of work as per direction of Engineer-in-charge (payment will be made only after survival of the turf.) |
| 49 | Clearing shrub jungles uprooting stumps and small bushes and trees below 1 m girth and depositing off the debrises as per direction of Engineer-in-charge. (Payment to be done based on pre-measurement ) |
| 50 | Clearance of slush and muck from foundation pit by manual means including removal of debris within 50 m. initial lead and initial lift of 1.5m as directed by the Engineer-in-charge |
