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| 1 | Part A: RC Pit and Trolley: Earthwork Excavation in all Sorts of Soil for foundation trenches, walls, drains, plinths, footings, pedestals, colunmns and for all other miscellaneous foundation works etc., including Cutting / removing & clearance of jungle, bushes, grass & creepers etc. Shoring, strutting, bailing out water [if necessary], dressing, leveling & hand ramming he bottom of foundation base using wooden hand rammer with proper watering, refilling the sides of the foundation with excavated available good quality of Soil, leveling & hand ramming the sides of foundation base using wooden hand rammer with proper watering, providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the waste soil or surplus soil, generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing [if any] and as directed by engineer-in-charge at all locations and at all lift & height. |
| 2 | Excavation from Ground level (0.00 M level) to (-)1.50 meters level |
| 3 | Excavation from (-)1.50 M level to (-)3.00 M level. |
| 4 | Excavation from (-) 3.00 M level tp (-) 6.00 M level. |
| 5 | Part A: RC Pit and Trolley: Excavation in Soft Rock for foundation ofwalls,trenches, walls, drains, plinths, footings, pedestals, columns, underground water sump & pits, pipe line works and for all other miscellaneous foundation works etc. including Cutting / removing & clearance of jungle; bushes, grass & all other unwanted plants / creepers, shoring; strutting; bailing out water [if necessary]; leveling / dressing the bottom of foundations, refilling the sides of the foundation with excavated available good quality Soil [soil obtained from above item/s]; leveling / dressing , collecting & disposing the generated waste, costruction waste up to a lead of2000 to 3000 meters from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 6 | Part A: RC Pit and Trolley:Excavation in Hard Rock by chiselling, for foundation of walls, tenches, walls, drains, plinths, footings, pedestals, columns, underground water sump & pits, pipe line works and for all other miscellaneous foundation works etc. up to an average depth of 3.00 meters including cutting/removing & clearance of jungle; bushes;grass & all other unwanted plants/creepers, shoring, strutting; bailing out water by De watering with required size dewatering PUMP & motor [if necessary] levelling/dressing the bottom of foundations, refilling the sides of the foundation with excavated available good quality soil [soil obtained from above item/s]; leveling/dressing, collecting & disposing the generated waste, construction waste up to lead of 2000 to 3000 meters from the place of work & cleaning the work area, etc complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 7 | Part A: RC Pit and Trolley: Providing and laying PCC 1:3:6 using 40 mm & downsize, clean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, plinth works including preparation of base by close hacking / chipping the old surface, racking out the joints & cleaning, mixing, transporting, laying, spreading, consolidation, levelling, finishing, curing, providing; fixing & removing necessary formwork, providing, fixing & removing staging / platform / scaffoldiong, collecting & disposing the generated waste, costruction waste up to a lead of2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 8 | Part A: RC Pit and Trolley:Providing and laying RCC M30 grade using 20 mm & downsize clean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, rafts, footings, plinth, columns, beams, slabs, Chejjas, Lintels, bedding, platform, pathways, walk ways and all insitu concrete works including preparation of base by close hacking / chipping the old surface, racking out the joints & cleaning, mechanical mixing, transporting, laying, spreading, consolidation, levelling, finishing & curing, providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. NOTE:a) Weigh batching system shall be adopted for measuring sand, aggregates & cement etc b) Minimum cement content shall not be less than 360Kg/Cum OP cement of 43grade & reputed/approved brand. c) Reinforcement will be measured and paid under item no.07 [as applicable] |
| 9 | Part A: RC Pit and Trolley: Providing, placing and removing formwork for all In-Situ Concrete Works such as foundation, raft, columns, beams, slab, footings, all other miscellaneous RCC works including providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height.Note: The measurement for the form work will be actual area of form in contact with the concrete surfaces. |
| 10 | Part A: RC Pit and Trolley: Providing and laying approved make high yeildstrength deformed Reinforcement bars of all diameters confirming to grade D-500 of IS:1786 [latest edition] including cutting, bending, transporting, placing in position & binding with suitable guage soft annealed binding wire for all insitu concrete works and all other miscellaneous RCC works, providing & placing spacer bars, cover blocks [cover blocks shall be cast in same grade of concrete & cured properly], providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification,manufacturers specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 11 | Part A: RC Pit and Trolley: Providing, Fabricating & Fixing gates, hand rails, frames of panels, Plate EP, shutters, shutters, Flats, Lifting Hooks, purlins, rafters, horizantal / vertical / cross members, columns, beams, trusses and all other miscellaneous new & modification to exising structure/s including providing standard MS Steel Sections (All structural steel used for EPs shall be conform to IS: 2062 Grade E 250A) which are required for executing this work and fixing / erecting the same in position to true line level & plumb, providing & fixung hily bolts [of aaproved quality] of suitable dia. & length, prepration of base, providing & painting Two Coat of approved Red oxide Primer followed by Two Coats of Epoxy paint (Grey colour) of approved shade / colour etc., providing; fixing & removing staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of2000 to 3000 meters from the place of work & cleaning the work area,etc. complete all as per standard technical specification, manufacturers standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 12 | Part A: RC Pit and Trolley: Dismantling / breaking / removing by Manual or Mechanical means PCC/RCC including collecting & stacking neately; all serviceable materials [such asstone aggregates - if any] in sectional store, providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of 2000 to 3000 meters from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 13 | Part B: Crane Rail and Rail Foundation :Earthwork Excavation in all Sorts of Soil for foundation trenches, walls, drains, plinths, footings, pedestals, colunmns and for all other miscellaneous foundation works etc., including Cutting / removing & clearance of jungle, bushes, grass & creepers etc. Shoring, strutting, bailing out water [if necessary], dressing, leveling & hand ramming he bottom of foundation base using wooden hand rammer with proper watering, refilling the sides of the foundation with excavated available good quality of Soil, leveling & hand ramming the sides of foundation base using wooden hand rammer with proper watering, providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the waste soil or surplus soil, generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing [if any] and as directed by engineer-in-charge at all locations and at all lift & height. |
| 14 | Excavation from Ground level (0.00 M level)to (-) 1.50 meters level. |
| 15 | Part B: Crane Rail and Rail Foundation : Dismantling / breaking / removing by Manual or Mechanical means PCC/RCC including collecting & stacking neately; all serviceable materials [such asstone aggregates - if any] in sectional store, providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of 2000 to 3000 meters from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 16 | Part B: Crane Rail and Rail Foundation : Providing and laying 230 mm thick Stone Solingbelow floor and foundations bed etc. using hard; durable & approved quality stones / rubbles filling interstices using smallsize stone, stone chips, murum and watering [ to fill up the gaps] etc. including preparation of base properly by leveling dressing & hand ramming, providing and fixing and removing necessary staging/platform / scaffolding collecting & disposing the general waste, construction waste, surplus soft rock, up to a lead of 2 to 3 Kms. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations & lifts. |
| 17 | Part B: Crane Rail and Rail Foundation : Providing , laying and spreading of Wet macadam using graded stone aggregate (size range 40mm to 0.075mm) including premixing material. Proportion and mixing of ingredients as per MORTH specification including preparing sub base/ base with proper watering and compaction using electrically operated portable mechanical hand compactor in standard layers, to achieve proper compaction. Each loose layer shall be compacted. 43 grade OPC cement of reputed brand shall be used and etc, complete all as per standard technical specification, drawing and as directed by engineer-in-charge. |
| 18 | Part B: Crane Rail and Rail Foundation : Providing and laying PCC 1:3:6 using 40 mm & downsize, clean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, plinth works including preparation of base by close hacking / chipping the old surface, racking out the joints & cleaning, mixing, transporting, laying, spreading, consolidation, levelling, finishing, curing, providing; fixing & removing necessary formwork, providing, fixing & removing staging / platform / scaffoldiong, collecting & disposing the generated waste, costruction waste up to a lead of2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 19 | Part B: Crane Rail and Rail Foundation :Providing and laying RCC M30 grade using 20 mm & downsize clean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, rafts, footings, plinth, columns, beams, slabs, Chejjas, Lintels, bedding, platform, pathways, walk ways and all insitu concrete works including preparation of base by close hacking / chipping the old surface, racking out the joints & cleaning, mechanical mixing, transporting, laying, spreading, consolidation, levelling, finishing & curing, providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. NOTE: a) Minimum cement content shall not be less than 360Kg/Cum OP cement of 43grade & reputed/approved brand.b)Reinforcement will be measured and paid under item no.17[as applicable] |
| 20 | Part B: Crane Rail and Rail Foundation : Providing, placing and removing formwork forConcrete Works such as foundation, raft, columns, beams, slab, footings, all other miscellaneous RCC works including providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height.Note: The measurement for the form work will be actual area of form in contact with the concrete surfaces. |
| 21 | Part B: Crane Rail and Rail Foundation : Providing and laying approved make high yeildstrength deformed Reinforcement bars of all diameters confirming to grade D-500 of IS:1786 [latest edition] including cutting, bending, transporting, placing in position & binding with suitable guage soft annealed binding wire for all insitu concrete works and all other miscellaneous RCC works, providing & placing spacer bars, cover blocks [cover blocks shall be cast in same grade of concrete & cured properly], providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification,manufacturers specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 22 | Part C: RC Drain and Bore wells : Earthwork Excavation in all Sorts of Soil for foundation trenches, walls, drains, plinths, footings, pedestals, colunmns and for all other miscellaneous foundation works etc., including Cutting / removing & clearance of jungle, bushes, grass & creepers etc. Shoring, strutting, bailing out water [if necessary], dressing, leveling & hand ramming he bottom of foundation base using wooden hand rammer with proper watering, refilling the sides of the foundation with excavated available good quality of Soil, leveling & hand ramming the sides of foundation base using wooden hand rammer with proper watering, providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the waste soil or surplus soil, generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing [if any] and as directed by engineer-in-charge at all locations and at all lift & height. |
| 23 | Excavation from Ground level to 1.50 meters depth. |
| 24 | Part C: RC Drain and Bore wells:Providing and laying PCC1:3:6 M10 using 40 mm & downsize, clean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, plinth works including preparation of base by close hacking / chipping the old surface, racking out the joints & cleaning, mixing, transporting, laying, spreading, consolidation, levelling, finishing, curing, providing; fixing & removing necessary formwork, providing, fixing & removing staging / platform / scaffoldiong, collecting & disposing the generated waste, costruction waste up to a lead of2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 25 | Part C: RC Drain and Bore wells: Providing and laying RCC M30 grade using 20 mm & downsize clean, crushed, well graded, aggregates of hard, durable & approved quality for foundation, rafts, footings, plinth, columns, beams, slabs, Chejjas, Lintels, bedding, platform, pathways, walk ways and all insitu concrete works including preparation of base by close hacking / chipping the old surface, racking out the joints & cleaning, mechanical mixing, transporting, laying, spreading, consolidation, levelling, finishing & curing, providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. NOTE:Reinforcement will be measured and paid under item no.22 and formwork will be measured & paid under item no. 21 [as applicable] |
| 26 | Part C: RC Drain and Bore wells: Providing, placing and removing formwork for all In-Situ Concrete Works such as foundation, raft, columns, beams, slab, footings, all other miscellaneous RCC works including providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height.Note: The measurement for the form work will be actual area of form in contact with the concrete surfaces. |
| 27 | Part C: RC Drain and Bore wells:Providing and laying approved make high yeildstrength deformed Reinforcement bars of all diameters confirming to grade D-500 of IS:1786 [latest edition] including cutting, bending, transporting, placing in position & binding with suitable guage soft annealed binding wire for all insitu concrete works and all other miscellaneous RCC works, providing & placing spacer bars, cover blocks [cover blocks shall be cast in same grade of concrete & cured properly], providing; fixing & removing necessary staging / platform / scaffolding, collecting & disposing the generated waste, costruction waste up to a lead of 2000 to 3000 meters. from the place of work & cleaning the work area,etc. complete all as per standard technical specification,manufacturers specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
| 28 | Part C: RC Drain and Bore wells: Providing bore well with heavy [class C] GI pipe 80 NB with following specifications. 1. Drilling a borewellof 100 m diameter with minimum 10 m depth from existing GL at specified locations in the required configuration. 2. The bore well may be drilled by using truck mounted fast rig. 3. Heavy duty [class C] GI pipe 80 NB shall be installed in whole length of bore well. The pipe shall start from 300 mm above the GL. 4. The pipe shall have circular perforations of 6 mm diameter with pitch 12.5 mm staggered (pitch same along the pipe and along the circumference). 5. The extent of perforation shall be 8 m length from bottom.6. The pipe shall be wound with nylon screen and tied suitably before installation at the borewell. 7. Providing GI cap threaded to GI pipe at top. |
| 29 | Part C: RC Drain and Bore wells: Providing and fixing/erecting of crane steel rail of 30kg/mtr as per IS 3443. Rate includes freight charges to deliver material at plantsite and fixing/erecting the same in position to true line level & plumb, providing & fixing hilty bolts [of approved quality] of suitable dia. & length, preparation of base, required welding, fabrication etc. providing; fixing & removing staging / platform / scaffolding, collecting & disposing the generated waste, construction waste up to a lead of2000 to 3000 meters from the place of work & cleaning the work area,etc. complete all as per standard technical specification, manufacturer\"s standard technical specification, drawing and as directed by engineer-in-charge at all locations and at all lift & height. |
