753024A PROVN OF TRAINING SHED AT OTA GAYA

Item No 01 : Design Structurally and construction of Physical training (PT) sheds (Trg Shed (S/S) size - 20.00 mtr x 12.00 mtr x 7.50 mtr), Gp VII(i), RRC Framed structure, add 85% Plinth area, complete all specified in, Soil Bearing Capacity report, design basis report, drawings and tender documents. Note : (a) Necessary arrangement for horizontal and vertical training at 01 locations to be done in all PT shed as per direction of GE. (b) SBC of Soil of Each location of Training Sheds/Blocks Can be different. Bidders are requested to Consider SBC report attached with tender before quoting.

Sch 'A' Part-II (External Electric Supply) Lump sum price worked out by the contractor for (External Electric Supply) as listed in Schedule 'A' Part-I against the lump sum price inserted by the MES.

Sch 'A' Part-III (Area Drainage) Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES.

Sch 'A' Part-IV (Site Clearance) Lump sum price worked out by the contractor for (Site Clearance) as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES.

Item No 02 : Supply, installing, testing and commissioning out door type LT feeder piller box of suitable size, padestal mounted, CPRI approved factory made totally enclosed, dust and vermin proof, shutter in front and in rear side made of 3.15 mm thick CRCA sheet, duly fabricated and having proper locking arrangement in both front and rear door with 4 side slanting roof duly projected and painted to both internal and external surfaces with powder coating paint in heat process of sheet and suitable for 500 volts, 50 Hz, 3 phase 4 wire system and comprising with and including following accessories and mounted on PCC Plat form made out of PCC 1:3:6, 100 mm thick, 1 Mtr all round the panel board complete with the following items housed :

Item No 03 : M&L for earthing complete with galvanised steel plate electrode 600mm x 600mm x 6mm thick buried directly in ground (earth pit not less than 2.25 Mts deep below ground level with top edge of the plate not less than 1.50 Mtrs below ground level connected to glavanised ironstrip 25 x 4 mm by means of bolts, nuts check nuts and washers of galvanised iron or steel connected to earthing test point all as specified incl 40 mm GI tubing medium grade and necessary fitting for protection of GIstrip incl laying of charcoal dust and common salt in alternate layer, PCC Pit (1:3:6) type C-1 using 20 mm graded stone aggregate, RCC cover 40mm thick (1:2:4) type B-0 using 12.5mm graded stone aggregate reinforced with 6 mm dia round bar @ 75mm C/C both ways with MS handle 8mm dia,

Schedule 'A' Part-II

(External Electric Supply)

M & L XLPE insulated, armoured heavy duty electric cable with standed aluminium conductor, armoured 1100 volts grade, cross-sectional area 25 sqmm 4 core all as specified and directed.

M & L XLPE insulated, armoured heavy duty electric cable with standed aluminium conductor, armoured 1100 volts grade, cross-sectional area 16 sqmm 2 core all as specified and directed..

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m in depth for laying of pipe, cable, foundation of electric pole etc and getting out in soft/loose soil, complete all as specified.

Supply and laying river bed fine sand in trenches/ ducts 15 cm under cable and 8 cm above the cable for cushioning / protection to cable including spreading, levelling and get thick 18cm after hand punning complete all as specified and directed at site.

Returning, filling in including spreading leveling watering and well ramming in layers not exc. 25 cm thick complete all as specified and directed.

Removing surplus soil to a distance not exc. 50 M and depositing where directed at a level not exceeding 1.5 Mtr above the starting point complete all as specified and directed.

Supply and laying for brick of common burnt clay, sub class 'B' old size laid flat and dry on cables as in cable protection in trenches over cables perpendicular to direction of cables abutting each other complete all as specified and directed.

Supplyand laying galvanised steel tubing light grade complete with all fitting of size 40 mm dia for cable protection along with pole across road etc. Complete all as specified and directed.

M & L for PCC 1:3:6 type C-1 using 20mm graded stone aggregate for to support the pipe line etc, including necessary form work complete all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part III

(Area Drainage)

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil.

M & L for cement concrete type D-2, 1:4:8 using 40mm graded stone aggregae as in foundations, filling and mass concrete complete.

M & L brick work with old size fly ash bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as spd and directed.

M & L rendering 10mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth with using extra cement complete all as specified.

M & L for Cement concrete Type B-1 1:2:4 as in coping on brick drains incl weathering , slightly rounded or chamfered on edges including necessary form work.

Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point

Returning, filling in, incl spreading, levelling, watering & well ramming in layers n. exc 25 cm in soil.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings & similar work; not exc. 200mm thick (Horizontal or sloping) Rough finished surfaces of concrete flat complete all as specified and directed.

M&L RCC type B-1 , 1:2:4 (using 20mm graded stone aggregate ) in slabs supported on walls etc.

M&L Mild steel TMT bars 8mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality complete all as specified and directed .

M&L for extra for forming fair finished drain or channel 30cm inner girth using extra cement incl forms moulds mitered/stopped ends etc.

M&L 300mm dia RCC hume pipe CL NP2 laid and jointed complete with collars complete all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part IV

(Site Clearance)

Surface excavation n. exc 30cm depth and averaging 15cm deep getting out in soft/loose soil.

Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed

Total carried over to BOQ Rs.

SIGNATURE OF CONTRACTOR

DATED _________