Remaining Development work in ITI Nagina Distt Bijnor.

Concrete with 40mm Gauge graded Stone ballast coarse sand of 2.20 - 3.60 F.M and cement in proportion of 8: 4 : 1 in foundation and under floors including supply of all material, labour and T & P etc. Required for proper completion of the work.

M-150 class brick work in 1:6 cement coarse sand of 1.50 - 2.00 F.M mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for the proper completion of the work.

C.C.Road work with cement approved coarse sand of 2.2-3.6 FM and 2cm (3/4") gauge approved stone grit in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) in road including necessary centering and shuttering etc, and also including supply of all material labour and tools and plants

Mild steel or TMT Bars (Fe-500 D grade or higher) or HYSD Bars or iron in plain work such as reinforced concrete or reinforced brick work (when not included in anover all rates ) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel.

R.C.C. work with cement approved coarse sand of 2.2-3.6 FM and 2cm (3/4") gauge approved stone grit in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) in column excluding supply of reinforcement binding the same with 24BWG binding wire and including necessary centering and shuttering etc, and also including supply of all material labour and tools and plants

2.5cm thick (1:2:4) plain cement concreat finshed with dust and cement(1:5) and neat cement neeru compleate

12 MM thick plaster in 1:6 cement coarse sand of 1.50 -1.75 F.M mortar quality over one brick work minm thickness not to be less than 1 Cm. including supply of all materials, labour and T&P etc. required for the proper completion of the work.

mild steel or iron work of small sizes and sections such as holding down bolts,hold fast,tie rods,grating etc.(when not included in an over all rates),wrought to required form,including supply of all steel ,bolts,nuts and wastage.

Supply & Laying, Jointing, Fixing & Testing 450mm Dia NP-2 Pipes and lowering with required specials/ fittings into trenches as per direction of E/I completed.

Supply & Laying, Jointing, Fixing & Testing 200mm Dia working pressure 6Kg/cm² PVC Pipes and lowering with required specials/ fittings into trenches as per direction of E/I completed. Supply of PVC pipe Should be ISI marked (IS 4985 : 2000) and Approved make but cost of Excavation of trenches & Specials, Fittings paid separately.

construction of brick masonary man hole in cement mortar 1:4 RCC top slab with 1:2:4 size(600*600*450)mm for rain water

Excavation in foundation by manual means in ordinary soil (Loam, clay or sand) including lift upto 1.50 meters and lead upto 30 Mitr. Including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer incharge upto a distance of 30 M from the foundation trenches.

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia

gravel packing in tube well construction in accordance with IS code 4097,including providing gravel fine/meduim/coarse ,in required grading &size as per actual requirment ,all complete as per direction of Engineer in charge.

Supplying, filling, spreading & leveling gravel of size range 50 mm to 200 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.

Supplying, filling, spreading & leveling gravel of size range 5 mm to 10 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2.0 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge