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| 1 | Excavation in all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock and boulders exceeding 0.014 cum in volume for cut-off trenches out-fall drains,filter drains, etc. and for base stripping of seat of embankments in heavy banking section by manual/ mechanical means including dressing and levelling the bed and laying the excavated earth in layers not exceeding 0.225m in depth including breaking clods complete or removing the excavated earth away from the work site including all leads,lifts, cess, T & P etc. and all cost incidental to the work and as directed by the Engineer-in-Charge. (Payment will be made on finished level section) |
| 2 | Excavation in canal/ foundation of structures by manual/ mechanical means in all kinds of soil (This shall include ordinary soil, hard soil, gravelly soil, slushy soil, stoney earth mixed with gravels, pebbles, stoneboulders not exceeding 0.5 cum by volume, stiff heavy clay, hard shale, compacted moorum soling of road path, sand silt etc.) in both wet and dry condition, shoring, shuttering, propping bullahs, piling, dewatering wherever necessary, providing coffer dam, diverting the water away from working areas, dressing, levelling the canal bed and sides as per drawing and specifications and removing the excavated materials with all leads, lifts and delifts etc. and depositing the same in layers not exceeding 22.50cm (9\") in depth in the embankment sections under OMC condition to receive compaction after breaking clods to maximum 5cm to 7cm size and depositing the excess/un-usable materials in spoil banks or any other specified space by mechanical/manual means with all leads, lifts and delifts complete with all costs for site illumination, mobilisation, demobilisation, approach road, diversion road, coffer dam and cess, T&P. etc. complete including all costs incidental to the work as per specification and direction of the Engineer-in-Charge. (Payment will be made on finished level section) |
| 3 | Excavation in canal/ foundation of structures by manual/ mechanical means in D.I. rock, fractured rock, soft rock, laterite rock,sand stone and lime stone etc. not requiring blasting interspread with boulders up to 0.5 cum in volume in both wet and dry condition including all accessories, machine charges etc. and depositing the excavated materials either in spoil banks or in specified space by mechanical/mannual means with all leads, lifts and delifts etc. shoring, shuttering, propping bullahs, piling, dewatering wherever necessary with all cost and running charges of pumps and accessories, providing coffer dam including diverting the water away from the work site and dressing & levelling the canal bed and sides complete with all costs for site illumination, mobilisation, demobilisation, approach road, diversion road, coffer dam and cess, T & P etc. complete with all costs incidental to the work as per specification and direction of the Engineer-in-Charge. (Payment will be made on finished level section ) |
| 4 | Excavation of compact lateritic rock in canal foundation & cut off trenches of earth damand other deep cutting by means of rock breakers with all lifts,delifts including trimming the bed & slopes to design finished section, loading into & transpotation by transport vechile withen 1 km. & depositing the excavated materials nearby in specific dump yard with all T & P,hire & running charges of mechineries cess etc complete as directed by engineer-in-charge.(as per calculation sheet) |
| 5 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the siol withen initial lead of 1 km on proper preparedand scientificaly approved surface including spreading and levelling yhe earth in 22.5cm layer to make ready for watering and compaction with sheet foot roller and dozer but excluding watering and compaction in dam and dykes for all hight including construction,maintenance,watering and lighting of haul road and borrow area etc. including royalty DMF and EMF complete as per the direction of Engineer-in-charge. |
| 6 | Watering earth work up to OMC condition, rolling and compacting by sheep foot roller and dozer/ vibratory roller in layers not exceeding 22.50 cm to 95% dry density in embankments of all heights in specified proud section with all leads, lifts, delifts including hire and running charges of all machineries and cost for mobilisation, demobilisation, approach road, diversion road, site illumination, cess, labour, water, T&P etc. complete with all cost incidental to the work as per drawing, specification and direction of Engineer-in-Charge. (Measurement to be taken on the finished compacted section of the fill under OMC condition) |
| 7 | Fine dressing of earthwork in slopes including filling of earth in rain cuts with selected earth duly compacted and trimmed to the required profile as per approved drawing and specification and turfing with dub sods of rectangular shape of minimum 6.25cm thick with conveyance by manual/ mechanical means with all leads, lifts and delifts including cost, conveyance and cess etc. of dub sods and earth required for filling rain cuts including mobilisation, demobilisation, supervision charges with cost of all other materials, T&P, approach road, diversion road, site illumination etc. laying, trimming to proper design section including watering the sods till survival of grass etc. complete with all costs incidental to the work as per the direction of the Engineer-in-Charge. (Measurement will be taken after survival of grass) |
| 8 | Providing and laying plain/ reinforced cement concrete confirming to M-15 grade in approved surface using 20mm size & down graded hard granite well graded crusher broken stone aggregate, sharp sand and cement of approved grading and quality confirming to the specification, mixing in concrete mixer/ batching and mixing plant with all leads, lifts, delifts and transportation by mechanical/manual means including cost, carriage, royalty DMF and EMF of all materials and cess including dewatering by suitable means with all costs, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges including mobilisation and demobilisation with cost of construction and dismantling of gangways and scaffolding, chute, coffer dam with all materials, hire & running charges of machineries required for the work, approach road, diversion road & site illumination etc. as per approved drawings and specification complete with all costs incidental to the work and as directed by the Engineer-in-Charge. |
| 9 | Providing and laying plain/reinforced cement concrete confirming to M-20 grade in approved surface using 20mm size & down graded hard granite well graded crusher broken stone aggregate,sharp sand and cement of approved grading and quality confirming to the specification, mixing in concrete mixer /batching and mixing plant with all leads, lifts, delifts and transportation by mechanical/manual means including cost, carriage, royalty DMF and EMF of all materials and cess including dewatering by suitable means with all costs, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges including mobilisation and demobilisation with cost of construction and dismantling of gangways and scaffolding, chute, coffer dam with all materials, hire & running charges of machineries required for the work, approach road, diversion road & site illumination etc. as per approved drawings and specification complete with all costs incidental to the work and as directed by the Engineer-in-Charge. |
| 10 | Providing and laying plain/reinforced cement concrete confirming to M-25 grade in approved surface using 20mm size & down graded hard granite well graded crusher broken stone aggregate,sharp sand and cement of approved grading and quality confirming to the specification, mixing in concrete mixer/batching and mixing plant with all leads, lifts, delifts and transportation by mechanical/manual means including cost, carriage, royalty DMF& EMF of all materials and cess including dewatering by suitable means with all costs, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges including mobilisation and demobilisation with cost of construction and dismantling of gangways and scaffolding, chute, coffer dam with all materials & maintenance of approach road, diversion road & site illumination etc. as per approved drawings and specification complete with all costs incidental to the work and as directed by the Engineer-in-Charge. |
| 11 | Providing form work for concrete in canal structures with F-1 finish for PCC/RCC work using steel shuttrer plates of approved specifications for all surfaces including supply of shutter plates and all other materials, T&P, labour and transportation of shuttering materials by mechanical/manual means, dismantling & removing of form work, making good to the surface where ever necessary and finishing complete with all cost for mobilisation and demobilisation, construction & maintenance of coffer dam, diversion road, approach road & site illumination and cess, etc. including all costs incidental to the work as per specification and direction of the Engineer-in-Charge. |
| 12 | Rigid and smooth centering & shuttering at all heights of trough and road slab of aqueduct, bridges, deck slab and soffit slabs using required nos of pylons for vertical supports of scaffolding centering and shuttering with joists, N.G. rails and channels and shuttering plates including welding, bolting, including cost conveyance and all other charges of all materials, T&P, cess, labour etc. complete with cost of scafolding, gangways etc. including cost, conveyance of dismantling and disposing debris clear of work site complete to receive reinforcement grills and concrete as per requirement including all costs incidental to the work as per specifications and direction of the Engineer-in-Charge. |
| 13 | Supplying, providing and straightening the coiled or bent up HYSD/TMT bars including cutting, bending and placing the grills in position with ties, chairs, spacers and binding with binding wire 18 to 20 gauge, lapping, splicing, welding the joints where ever necessary for R.C.C works as per approved design, drawing with all costs and conveyance cess of the reinforcement bars, binding wire and all other materials with cost for mobilisation, demobilisation & construction and maintenance of diversion road, approach road & site illumination etc. complete with all costs incidental to the work and as per specification & direction of the Engineer-in-Charge. .(Weight of binding wire, overlapping, wastage, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire for binding and placing shall not be considered for measurement & payment in any shape at all). |
| 14 | Collecting, supplying & providing rough stone dry packing in apron and revetments, slopes of embankment after collecting, supplying quarried and blasted hard stones of approved quality of 0.025cum or above in volume and size not less than 17.50 cm in any direction to the required shape, transporting mechanically/manually including filling the interstices with quarried broken stone spalls with all leads, lifts and delifts including cost, carriage, royalty DMF& EMF etc. of all materials, dressing of earthwork in bed and slopes, filling the rain cuts and slips with compact earth and trimming to the required profile and grade including dewatering if required with all charges complete with all costs of mobilisation, demobilisation, site illumination & construction and maintenance of approach road ,diversion road, T&P, labour, cess etc. and with all costs incidental to the work as per direction of the Engineer-in-Charge. |
| 15 | Providing and fixing PVC water stop for structures/drainage gallery as per approved design and fixing in proper alignment and jointing with araldite etc. including cost, conveyance , cess etc. of PVC water stop and all other materials complete as per specifications and direction of the Engineer-in-Charge |
| 16 | Providing and fixing 18mm/16mm thick joint filter (Bituminous expansion joint board ( I.S.I) in position as per approved design etc including cost, conveyance etc. of all materials,,labour, cess,T&Petc. complete the work as per specifications and direction of the Engineer-in-Charge |
| 17 | Providing weep holes in masonry/plain/reinforced concrete abutments, wing walls, return walls etc. of specific size with 100mm dia AC Pipe extending through the full width of the structure with slope 1V:20H towards drowning face at regular intervals as per the approved drawings & tehnical specifications or as directed including cost, conveyance, royalty DMF& EMF of sand etc. of all materials including cost of inverted filter packing in rear side of the walls as per specification with all labour, T&P,cess etc. complete with all costs incidental to the work as directed by the Engineer-in-Charge. |
| 18 | Supplying, stacking and conveying from stacks and admixing coarse sand and morrum in (1:2) propotion as CNS layer including cost, carriage of sand and morrum, labour charges, royalty DMF & EMF, hire charges of machineries and T&P materials required for the work etc. including watering and ramming for compaction and as perdirection of Engineer - in -Charge. |
| 19 | Spreading sand of approved specification filled for filter drain with all cost , royalty DMF & EMF, carriage taxes etc complete and as per Engineer - in -Charge. |
| 20 | Supplying and filling of gravels of approved specification for filter drain to proper slope and bed of canal with all leads and lifts etc. including royalty DMF & EMF complete as per direction of the Engineer - in -Charge. |
| 21 | Collecting, supplying 20 mm to 40 mm down graded crushed granite chips or broken rock filled upto invert of pipe in longitudinal drain with all cost , royalty DMF & EMF , carriage taxes etc complete and as per Engineer - in -Charge. |
| 22 | Collecting, supplying 5 mm to 20 mm down graded crushed granite chips or broken rock filled transverse drain with all cost , royalty DMF & EMF, carriage taxes etc complete and as per Engineer - in -Charge. |
| 23 | Providing and laying plain cement concrete of M15 grade in approved surface using 20mm down graded hard granite crusher broken aggegates, sharp sand, cement of approved grading and quality conform to the specification mixed in batching plant or mixing plant as per drawing, design and specifications including royalty DMF & EMF complete as per direction of Engineer - in -Charge. |
| 24 | Providing and laying plain cement concrete of M15 grade in approved surface using 20mm down graded hard granite crusher broken aggegates, sharp sand, cement of approved grading and quality conform to the specification mixed in batching and mixing plant/mixer machine for lining to the bed and slopes of the canal with concrete paver with all cost , royalty DMF &EMF, carriage taxes etc complete as per drawing, design and specifications complete as per direction of Engineer - in -Charge. |
| 25 | Providing and laying of 100 mm dia porforated PVC pipe in filter drain including cost, carriage of all materials as per direction of Engineer - in charge. |
| 26 | Providing and fixing of 100 mm dia non returned pressure relief valve fitting with 1.00 mt long 90mm dia 3 mm thick PVC stainer pipe working pressure 0.6 N/Sqmm.and as directed by Engineer - in -Charge |
| 27 | Providing and fixing of cylinderical box for PR valve etc. complete as directed by Engineer - in -Charge |
| 28 | Supplying and fixing in position PVC crack including joints in canal bed and slope of lining work. |
| 29 | Supplying, providing and filling 10mm thick mastic asphalt compound in joints of lining work including cost, carriage,labour & all other taxes of all materials etc. complete as per the direction of Engineer-in-charge. |
| 30 | Providing and painting one coat with approved primer and painting two layer of sealing compound for construction joint in lining work etc. as per drawing, design and specifications complete as per direction of Engineer - in -Charge |
| 31 | Collecting, supplying and laying approved quality of sand and moorum admixture (1:2) in sub-base in layers not exceeding 100 mm thickness, watering and compacting to the required density in OMC with PRR including cost, conveyance, royalty DMF & EMF and all other charges of all materials, labour, cess, T&P etc. complete including hire & running charges of PRR and all other charges incidental to the work etc. complete as per the direction of the Engineer-in-Charge (Payment will be made on finished level section ) Please Enable Macros to View BoQ information |
