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| 1 | NOTE (Applicable for all items):- The bidders/contractorsare advised to read tender document & all corrigendum/ amendments and General conditions of contracts before entrying/quoting the rates.SCHEDULE \"A\" |
| 2 | PHASE-I |
| 3 | Surface dressing not exceeding 15 cmdeep in soft/loose soil complete all as specified and directed. |
| 4 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed |
| 5 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out as in hard/dense soil complete all as specified and directed. |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil complete all as specified and directed. |
| 7 | Removing excavated material (soil)exceeding 250 m but n exc 500m and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and as directed. |
| 8 | M&L Cement concrete 1:3:6 Type C 2 (using 40 mm graded stone aggregate)as in embedding post, strut etc complete all as specified and directed |
| 9 | M& L Cement concrete 1:4:8 Type D 2 (using 40 mm graded stone aggregate)as in foundations, filling and mass concrete complete all as specified and directed |
| 10 | M& L for precast cement concrete block masonary 1:3:6 type C-1(using 20 mm graded stone aggregate) (solid block exc 10cm in width and setin cement mortar 1:6complete all as specified and directed |
| 11 | M&L for hardcore of broken stones of gauge not exceeding 63 mm , deposited spreaded , levelled in layers n exc 15 cm thick watered and rammed to true surface complete all as specified and directed. |
| 12 | M&L for sand filling under floors including spreading, levelling watering and well ramming in layers n. exc 25cmcomplete all as specified and directed. |
| 13 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed |
| 14 | Supply only Chain link MS galvanised fencing, any size or type (size of mess 100x100mm & 4mm dia.) complete all as specified and directed |
| 15 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire (size of mess 100x100x4mm) complete all as specified and directed |
| 16 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut,exc 5cmbut n exc 10cm long complete all as specified and directed |
| 17 | M&L Mild steel round bars 10mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips conforming toGd.I, IS- 432 (Part- I) complete all as specified and directed. |
| 18 | M&L for preparing new steel surface n.exc 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed |
| 19 | M&L for preparing new steel surface exc 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed |
| 20 | M&L for 100mm Thick PCC 1:2:4 type B-2 (using 40mm graded stone aggregates)as in sub base to floor complete all as specified and directed |
| 21 | M&L for rendering 15 mm thick in cement mortar 1:4on fair faces of brick work or concretesurface of wallsfinished even and fairwithout using extra cementcomplete all as specified and directed |
| 22 | M&L for Forming construction joint(dummy) 65mm deep x 10mm wide filled with sealing compound Grade A. complete all as specified and directed |
| 23 | Construction of steel gate 5mtr wide and 2.1 mtr in height including RCC post complete all as specified and shown in drawing No CESZ/TD/72 dated 14.10.1997 Sheet No 1/2 and 2/2 and as directed |
| 24 | Construction of sentry boxas shown in drawing No CESZ/TD/44 Sheet 1/1 complete all as specified and shown in drawingand as directed |
| 25 | Design, supply, installation, testing and commissioning including comprehensive maint for 5 years of ground mounted Solar Power plant of capacity 100 KW (Minimum 120 KWp) (AC) at output voltage 415 Volt 50 Hz, on grid connected complete with design and construction of foundation, civil structure and civil supporting structure, modules, inverters, DC junction, Distrtibution & combiner boxes, AC junction & combiner boxes, lighting arrester, weather station, SCADA system, earthing, connecting wires/cables with all accessories required for ground mounted SPV complete all as per MNRE/SECI specifications and technical specifications as per Annexure-I (Design Brief Report and Technical Specification for Ground Mounted SPV Plant)complete all specified and directed .Note:- Contractor shall also ensure the following:-(i) Quoted rate shall deemed to be inclusive of O & M cost for 5 years all as specified and directed. (ii)Arrangement of all required work, access permissions shall be made available to work force of the contractor by the GE through station authorities. (iii) Repairing of all instalation if required will be carried out on site or at service centre. Quoted rates shall be all inclusive and includes for required spares, services, labour, handling and transportation charges etc.(iv) The Engineer/Electrician shall submit reports in soft copy format as required by the Engineer in Charge. (v)Security of all SPV equipments shall be complete responsibilities of Station Authorities. |
| 26 | PHASE-II |
| 27 | Comprehensive maintenance of 100 KW solar PV power plant installed at swimming pool of 58 GTC 1st year onward including connected LT infrastructure upto injection point at main panel all as per annexure. Scope of work also includes periodical cleaning of PV modules and comprehensive maintenance SCADA system( Hardware and software) including related accessories installed at above installation including upgradation of performance monitoring system backup, patch management, updates, emergency response and trouble shooting in this period and as specified and directed.1st year maintenance period after completion of Phase-I |
| 28 | All as per item No.25.10 above but 2nd year onwards 2nd year maintenance period after completion of Phase-I |
| 29 | All as per item No.25.10 above but 3rd year onward3rd year maintenance period after completion of Phase-I |
| 30 | All as per item No.25.10 above but 4th year onwards 4nd year maintenance period after completion of Phase-I |
| 31 | All as per item No.25.10 above but 5th year onwards5th year maintenance period after completion of Phase-I |
