|
| 1 | PHASE -II :-NOTE: Schedule ‘A’ Part I is unpriced bidder shall quote their Lumpsum Part IItoVIare Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-13 only. |
| 2 | Construction of \"Covered Squad shed\" (Six Numbers ofsheds) complete all as shown on architectural drawing submitted by department and structural design drawingfor RCC structure , roof trussetc submitted by contractor on approval by departmentcompleteall as specified,shown on drgsand as directed by Engineer- in - Charge |
| 3 | Total amount of Sch \"A\" Part-II (INTERNAL ELECTRIC SUPPLY) |
| 4 | Total amount of Sch \"A\" Part-III (EXTERNAL WATER SUPPLY) |
| 5 | Total amount of Sch \"A\" Part-IV (EXTERNAL ELECTRIC SUPPLY) |
| 6 | Total amount of Sch \"A\" Part-V (INTERLOCKING TILES / HARD STANDING) |
| 7 | Total amount of Sch \"A\" Part-VI (SITE CLEARANCE, EXCAVATIONEARTHWORK) |
| 8 | SCHEDULE \"A\" PART-VII (Miscellaneous)NOTE: Schedule ‘A’ Part IIto V items which are notPrepriced by MES are givenhere under, Bidders shall insert their rate in Column No-13 only and the Estimated rate indicated as \"0.0\" are for that purpose. |
| 9 | M&L for point wiring with PVCinsulated, unsheathed two single core multistranded FRLSH copper conductor cable of size 2.5 sqmm (nominal area) in PVC conduit with all accessories for fixing on truss, angle iron, Fe channel suitable fixing arrangement with saddle, clamps etc including one run of PVC insulated unsheathed copper conductor cable of sixe 2.5 sqmm with green as earth wire and connected to earth dolly withthree light point controlled by one single pole MCB complete all as specified and as directed by Engineer- in -Charge |
| 10 | S & F LED Highbay light, 110/120 watt , 230V complete with all accessories ,fixing arrangment on angle Iron , Truss / cross arms etc with MS clamps and hook including connecting up to ceiling brose with 1.5 mm three core copper flexible conductort cabie all as specified and as directed by Engineer-in- Charge . |
| 11 | M&L for fabrication, supply & install Feeder Piller box size 0.60X0.60x0.30 Mtr out door type with 3.15 mm thick Factory made vermin and dust proof CRCA sheet and angle iron of size 50*50*5 mm angle iron frame, weather proof ventilated with locking arrangement and including PCC Work for fixing of Feeder Piller box.(for TB I-1No &TB II-01 No)a) MCCB FP 40Amp - 1 Nos (incoming)(b)MCB TPN 16 Amps- 03 Nos (For out going)(c) Voltmeter with selector switch 0 to 500 volts 1 Nos(d) Voltmeter with selector switch 0 to 500 volts 1 Nos(e) Indicating lamps with assembly - 3 nos.(f) Amp meter - 0 to 50 CT ratio. 01 Nos |
| 12 | (PHASE I) :-SCHEDULE \"A\" PART-IX (SOIL INVESTIGATION AND DESIGN AND CONSULTATION) |
| 13 | (a) Mobilation of mechanical drilling equipment and entire arrangemnet from one bore to another hole location and setting of boring/holing as reqd/directed by Engr-in-charge(b) Boring 150 mm dia bores holes 06 mtrs depth through any type strart(c) Collection of undistrubed soil samples of 3 Mtrs interval or at any change of strain in 100 mm bore thin walled tube incl waxing selling,packing and transporting to the web(d) Carrying out standared penetration test incl collecting of distributed soil samples in bore holes at every 1.5 M depth or any change of strata and submit the report with all requisite data |
| 14 | (e) Conducting necessary test as per relevent IS Codes/NBC 2005/SP 36 on all collected samples which incl the determination of(i) Atterbergs limits(ii) Natural Moisture Content(iii) Wet and dry density(iv) Soil partical size distribution using sieve /hydrometer analysis(v) Tri axial shear test C & C determination(vi) Shrinkage test(vii) Consolidation test(viii) Specific gravity test for sand rock(ix) crushing str of rock samples(x) permability test(xi) chemical analysis of ground water samples |
| 15 | (xii) free soil index(xiii) Chemical analysis(xiv) Bearing capacity calculations(xv) Recommendation(f) maintating photographic record(min three photographs per hole)(g) submission of report of soil investigation in pentuplicate alongwith photographic record duly annotated |
| 16 | Trial Pit of size 1.2 m x 1.2 m x 3.0 m depth and submitting physical properties |
| 17 | Designing and consultation of RCC structure, steel roof trussetccompletefor \" \"Covered Squad shed\"complete all as shown on drg on archetectural drawing submitted / uploadedby department and all as specified including submitting detail estimateand Yardstick in duplicate |
