| 1 | 1 | Excavation of canal/drain in both wet & dry condition by any means in all kinds of soil including slushy soil requiring the aid of pans and vessels,rough dressing and leveling the excavated canal/drain slopes and bed to design section and depositing the excavated materials in spoil bank or to any other specified area to proper section with all leads, lifts and delifts handling and dewatering etc. complete including construction and maintenance of approach road, diversion road, coffer dam with all taxes of all materials T&P etc. including mobilization and demobilization of men and hireand running charges of all machineries and equipments etc. complete with all cost incidental to the work as per the drawing, design, specification and direction of the Engineer-in-Charge. (Bed widthwithin 8 mtr.). | BI01010001010000000000000515BI0100001113 | 100863 | One Cum |
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| 2 | 2 | Excavation of foundation in ordinary soil including rough dressing and leveling the bed and depositing the excavated earth away from work site within initial lead of 50m. and one extra lift of over initial lift of over initial lift of 1.50 m. including bailing out water, rough dressing & breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 m in depth including cost, conveyance, royalty and taxes of all materials and labour, supervision, overhead charges, contractor profit, mobilization, demobilization with all lead, lifts and delifts as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 1197.6 | One Cum |
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| 3 | 3 | Excavation, loading , unloading & carriage by mechanical means of all kinds of soil including stoney earth, gravel & moorum etc interspread with boulders up to ½ cum of size with all lifts & delifts including trimming the slopes and bed to design section of the drain and depositing the excavated material away from the work site as per specification & as directed by the Engineer- In –Charge within initial lead of 1km from the place of excavation complete (creation of water body). | BI01010001010000000000000515BI0100001115 | 540 | One Cum |
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| 4 | 4 | Earth work in approved type of soil in approved borrow area excavated by mechanicals means loading into and transportation by mechanical means and unloading the soil within a lead of 1.00 Km. with all lift delifts and depositing the same on properly prepared surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding and compaction in dams and dykes for all heights including cost, conveyance, royalty and taxes of all materials and labour, supervision, overhead charges, contractor profit, mobilization, demobilization with all lead, lifts and delifts as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001116 | 28.13 | One Cum |
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| 5 | 5 | Filling foundation and plinth with sand, watering and ramming manually or compacting by mechanical means including cost, convyence and taxces of all materials & labour supervision overhead charges and contractor profit with all leads, lifts, delifts etc complete as per drawing, specification and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 124.76 | One Cum |
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| 6 | 6 | Cement concrete M-15 grade in approved surface using 40mm & down graded H.G. cruser broken well graded stone aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labours supervision overhead and contractor profits including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001118 | 115.15 | One Cum |
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| 7 | 7 | Rainforcement Cement Concrete M-20 grade in approved surface using 20mm & down graded H.G. cruser broken well graded stone aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labours supervision overhead and contractor profits including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 342.36 | One Cum |
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| 8 | 8 | RCC M-25 grade in approved surface using 20mm & down graded H.G. cruser broken well graded stone aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labours supervision overhead and contractor profits including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001121 | 273.89 | One Qntl. |
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| 9 | 9 | Straightening, cutting, bending, binding and typing the grills for M.S. reinforcement for RCC works placing in position including cost of rod, binding wire 18 to 20 gauge with cost, conveyance, taxes of all materials labour, supervision, overhead charges and contractor profit etc. with concrete chairs, dowel, benches, lapping & welding wherever necessary with all lifts, delifts with mobilization and demobilization hire and running charges of all machineries and equipments including quality control testing charges complete as per the specification & direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001122 | 36.4 | Rmt. |
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| 10 | 10 | Providing weep holes in Brick masonary/ Plain/ Rainforced concrete abutment, wing wall/ retaining wall with 100 mm dia AC/ PVC pipe, extending through the width of the structure with slope of 1V: 20H with all cost, conveyance, royalty, taxes of all materials & labour T & P required for the work etc. complete as per specification and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 1574.94 | One Sqm. |
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| 11 | 11 | Providing form works for concrete in Canal/ drain structure with F-1 finish for all heights in all types of structures including pier, abutment, trough slab, road slab & mass concreting of guard wall etc. complete using steel shutters or plywood shutters efficiently propping & braced using required number of pylons for vertical support, scaffolding gangway etc. complete & applying the finish for surfaces prominently exposed to public view or flow areas subjected to high velocity as per IS 457 & dismantling after allowing required support time & stacking the same for reuse including greasing, oiling etc. including cost, conveyance, royalty & taxes of all materials, labour and T & P and supervision charges complete as per approved design & direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001125 | 64.8 | One Cum |
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| 12 | 12 | Random rubble stone dry packing in aprons and revetments with hard granite boulder or not less than 0.028 cum to proper line and level with cost, conveyance, labour charges of all materials by mechanical means as directed by Engineer- in- charge. | BI01010001010000000000000515BI0100001126 | 102.6 | One Cum |
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| 13 | 13 | Rough stone dry packing in foundation and plinth with hard stone boulders of 30 cm and above size with sand grouting to proper line and level, fixing key stones including cost, conveyance, royalty and taxes of all materials and labour supervision, overhead charges and contractor profit mobilization, demobilization, hire and running charges of all machinaries and equipments with all leads, lifts, delifts including qulity control testing charges etc. complete as per the drawing, design specification and direction of the Engineer in charge. | BI01010001010000000000000515BI0100001127 | 334.4 | One Cum |
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| 14 | 14 | Filling foundation and plinth with excavated materials in layers including watering and ramming manually or compacting by mechanical means including cost, conveyance and taxes of all materials & labour supervision overhead charges and contractor profit with all leads, lifts, delifts etc complete as per drawing, specification and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001140 | 54 | One Cum |
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