|
| 1 | List of Works |
| 2 | Total amount ofSch \"A\" part-I (Buildings/ Structures) |
| 3 | Total amount ofSch \"A\" part-II (Earth work, Excavation, Site clearance & development) |
| 4 | Total amount ofSch \"A\" part-III (Internal Electric Supply) |
| 5 | Total amount ofSch \"A\" part-IV (Internal Water Supply) |
| 6 | Total amount ofSch \"A\" part-V (Demolition of Buildings) |
| 7 | Total amount ofSch \"A\" part-VI (External Electric Supply) |
| 8 | Total amount ofSch \"A\" part-VII (External Water Supply) |
| 9 | Total amount ofSch \"A\" part-VIII (Sewage Disposal) |
| 10 | Sch \"A\" Part-IX (Miscellaneous)(Note : This schedule is not pre priced by MES and the pre priced rate indicated as \"Rs. 0.00\" under Col.5 signifies this fact only.) |
| 11 | SOIL INVESTIGATION WORKS: Soil Investigation at the proposed construction sites at location of deficient in living accn for SOs and EPs by drilling 100mm dia bore hole up to a depth of 10m below the ground level or 1m in to the hard rock strata (whichever is earlier) in any type of strata complete all as specified and as directed by Engineer-in-Charge. |
| 12 | Notes for item No. 11 above : (a) Mobilization of tools, plants, equipments and manpower required for carrying out soil investigation, setting of boring/drilling as required and later demobilization of plants and equipments after completion of work.(b) Collecting undisturbed and disturbed samples and performing STP test at every 1.5m interval.(c ) Conveyance of sample collected at site to the testing lab as required for the purpose of testing and analysis.(d) Lab testing including triaxial test, direct shear test, liquid limit, plastic limit, plasticity index, grain size, specific gravity, ground water table, soil classification, bore logs and bore hole chart, permissible settlement,unconsolidated test on undisturbed sample, crushing strength of hard rock samples recovered, unconsolidated triaxial shear test etc.(e) Estimation of SBC of soil.(f) Submitting photographic record during the process.(g) Submitting test report in triplicate, duly vetted along with detailed recommendation about type of foundation required.(h)Review of structural design based on the actual SBC obtained after soil investigation and submitting six copies of Structural Design and Drawings vetted by any IIT/NIT/Govt. College of Engg/University Institute of Technology complete all as specified and directed. The actual construction work shall be done on revised structural design if any necessitated due to soil investigation is deemed to be included in the quoted rates and no extra payment whatsoever will be paid and decision of Accepting Officer in this regard shall be final and binding. |
| 13 | Material and labour for trial pit excavation in any type of soil of size 1.2mx1.2mx2.0m and getting undisturbed and disturbed samples for performing necessary tests to obtain bearing capacity of soil complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | EXTERNAL WATER SUPPLY: S&F open well submersible pump set,electric driven, 220V, 50 Hz, AC supply of capacity 1.5 HP inclusive suction and delivery pipes connectionscomplete all as specified and as directed by the Engineer-in-Charge. |
| 15 | S&F DOL starter for 1.5 HP submersible pump, 240 V, 50 Hz, AC complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | M&L for construction of 200mm thick PCC solid block wall masonary valve chamber built in CM 1:6 with 150mm thick PCC foundation 1:2:4 type B-1 coping 50mm thick finished even and smooth, rendering 10mm thick in cement mortar (1:6), finished fair and and even externally including excavation earthwork in any strata, 6mm thick MS sheet cover fixed on angle iron frame 25x4mm embedded in PCC coping with locking arrangement and mild steel hold fast, mild steel handles and painting to steel surface with two coats of black bituminus paint over one coat of red oxide primer etc, complete all as specified and directed for internal size 600x600x600mm complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | EXTERNAL ELECTRIC SUPPLY: Material and labour for cutting the existing hardstanding not less than 25cm in deep and 45cm in width for laying of underground cable through GI pipe and making good the disturbed surfaces complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | Supply, Install, test and commission factory made outdoor type/Floor mounted thermoplastic polycarbonate cubical type feeder pillar box IP 65 protection according to IEC 60529 suitable for 3 phase 4 wire 415 V, 50 Hz of size (1400x1735x600mm) with 315 Amps rated copper busbar, internal wiring connection with suitable size copper cables and MS angle iron based frame painted with two coats of synthetic enamel paint over a coat of red oxide primer, LT feeder pillar box shall be manufactured by CPRI approved manufacturer, including PCC foundation complete all as specified and as directed by the Engineer-in-Charge to accmoomodate and comprising of following:- |
| 19 | (a) On Load change over switch TPN 415V 160 A ,36 kA-01 (incoming).(b) MCCB TPN 415V 100A 25 kA - 02 Nos. and 63 Amps 25 KA -01 (outgoing).(c) MCB SPN 32 Amps - 1 Nos and MCB SP 6-32 Amps - 4 Nos(d) Digital voltmeter 96sqmm - 01 No.(e) Time switch - 1 Nos.(f)Digital ammeter 96sqmm with CT 160/5 amps- 01 No.(g) Current transformer 160/5A, 5VA class 1 - 3 Nos.(h)Tamper proof digital KWH enery meter with CT - 01 No.(j) Indicator lamp LED type 240V AC (RYB) - 01 set |
