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| 1 | Schedule \"A\" Part – I to Schedule \"A\" Part – XI:NOTE: Schedule \"A\" Part – I to Part – X are prepriced by DGNP(V). Bidders shall insert their Lumpsum amount in Green coloured field under Column - 6 only |
| 2 | Lumpsum price worked out by the contractor for \"BUILDINGS & STRUCTURES\", as listed in Schedule \"A\" Part – I |
| 3 | Lumpsum price worked out by the contractor for \"DEMOLITION/ DISMANTLING\", as listed in Schedule \"A\" Part – II |
| 4 | Lumpsum price worked out by the contractor for \"SITE CLEARANCE/ AREA DEVELOPMENT/ EARTH WORK\", as listed in Schedule \"A\" Part – III |
| 5 | Lumpsum price worked out by the contractor for \"PILE FOUNDATION\", as listed in Schedule \"A\" Part – IV |
| 6 | Lumpsum price worked out by the contractor for \"REPAIR WORKS/ADDITION/ALTERATION\", as listed in Schedule \"A\" Part – V |
| 7 | Lumpsum price worked out by the contractor for \"INTERNAL ELECTRIFICATION\", as listed in Schedule \"A\" Part – VI |
| 8 | Lumpsum price worked out by the contractor for \"COOLING APPLIANCES\", as listed in Schedule \"A\" Part – VII |
| 9 | Lumpsum price worked out by the contractor for \"EXTERNAL WATER SUPPLY\", as listed in Schedule \"A\" Part – VIII |
| 10 | Lumpsum price worked out by the contractor for \"EXTERNAL ELECTRIFICATION\", as listed in Schedule \"A\" Part – IX |
| 11 | Lumpsum price worked out by the contractor for \"AREA DRAINAGE\", as listed in Schedule \"A\" Part – X |
| 12 | SCHEDULE \"A\" PART - XI [MISCELLANEOUS ITEMS] |
| 13 | M&L for drilling or boring for 500mm nominal dia bored cast- in situ piles, through any or all types of strata i.e. soft/loose soil, stiff clay , gravel cobble stone, compact moorum, soft conglomerae or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/boredmaterials to a deistance exc. 10.00 km and n.exc. 15.0km and depositing where drected complete all as specified and as directed by Engineer-in-charge. |
| 14 | All as per Serial Item No. 11 here in before but for 500mm nominal dia through hard rock for founding depth minimum 2D (Where D is dia of pile) or 1.5 m whichever is higher complete all as specified and directed by Engineer in ChargeNotes for Item Nos. 11 & 12:-(i) The depth of boring for piles shall be measured from existing ground level to the approved founding level. (ii) It shall be ensured that the waste bentonite slurry/ drilled or bored material is pumped off from the premises to locations shown by GE to contractor at his own cost. (iii) All channels/tanks made for bentonite circulations shall be filled with approved moorum obtained by contractor at his cost after clearing all bentonite cakes.(iv) The contractor may use any approved method as approved by GE for boring without any extra cost to the Govt.The rates for boring of piles shall be inclusive of any method/ casing that may be used by the contractor for bored piles. Nothing extra shall be paid. (v) For the purpose of payment of boring/drilling, description of hard rock shall be as given in SSR Part-I specification. (vi) The rate quoted by the contractor shall be inclusive of the rates for the shifting and setting up of piling rig as many times as required. |
| 15 | Carrying out initial load tests on test pile of 500mm dia as per standard procedure laid down in IS-2911 by static load test method with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and as directed by GE and submission of reports for test load of 775 Ton in non-working areas in the vicinity of site, including the cost of new piles with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) depth, complete all as specified and as directed by Engineer-in-Charge. Note: Load rquired for testing as per IS shall be arranged by the contractor and test pile shall be abondoned after testing. |
| 16 | Carrying out routine load test on 500mm dia pile (working pile) as per standard procedure given in IS-2911 (Part IV) by static load test method with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc.and submission of reports for test load of 465 Ton, complete all as specified and as directed by Engineer-in-Charge. |
| 17 | M&L for Epoxy self levelled Topping for 4mm- Nitoflor SL4000 or Equivalent with priming incl surface preperation and priming and Epoxy toppingetc. Complete all as specified.. |
| 18 | Removing demolished building materials/debris etc to a distance exc 1.50km and n.exc 10km beyond the lead included in the rates including loading and unloading and depositing outside the MD land at GVMC designated places. |
| 19 | M&L for Acid resistant tiles 15mm thick vitreous ceramic, unglazed in skirting/dado over 10mm thick screed bed with cement mortar 1:4,. Set and jointed in neat cement slurry and pointed In white orcoloured cement to match Complete all as specified. |
| 20 | Chip off, removal the existing plastering and loose concerete with hammer and chasels & using chipping machines wherever necessary including tools and machineries & labour charges etc complete all as specified and as directed by Engineer-in-Charge. |
| 21 | Removal of existing corroded reinforcement and providing new CRS reinforcement by welding to the column, beam and sun shades etc wherever necessary including material and labour charges etc complete all as specified and as directed by Engineer-in-Charge. |
| 22 | M&L Making the concrete surface neat and clean and applying the bonding agent NITOBOND EP over the concrete surface to make the bond with new concrete etc. complete all as specified and as directed by Engineer-in-Charge. |
| 23 | M&L for making tight form worl to the necessry size for the Micro Concreting etc. complete all as specified and as directed by Engineer-in-Charge. |
| 24 | M&L for making tight form work to the necessry size for the Microconcerting including material and labour etc complete all as specified and as directed by Engineer-in-Charge. |
| 25 | S & F LED120 Watt 230V,AC highbay down lighter fitting of compact recess mountedwith all accesories internally pre wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size and incl LEDs complete all as specified and as directed by Engr-in-Charge. Make-Havells Cat No, GAZELLAHBP120WLED857PB0TG or equivalent in Bajaj/Philips/Wipro/HPL |
| 26 | S & F wall Fan 450 mm sweep,230V ,AC estive metallic colour with electronic type stepped regulator and connecting wire from ceiling rose complete all as specified and as directed by Engr-in-Charge |
| 27 | S&F air circulator fan of size 750 mm,230V,ACincluding connecting 3 core copper cable and PCC work complete all as specified and as directed by Engineer-in-charge. |
| 28 | Supply and fixing Flame proof/Weather proof LED light fitting box type 2 x 20W, 230V, AC with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete |
| 29 | Supply and fix FLP/WP Distribution board SPN 8 way incl MCB SPN 32 Amps -01 Nos and MCB SP 10A- 6Nos suitable MCBs complete all as specified and as directed by Engr-in-Charge |
| 30 | M&L for cutting of existing GI pipe line of 50 mm dia and insert\"Tee\" of size 50x50x50 mm complete all as specified. |
| 31 | Material & Labour forDWC(Double Wall Corrugated) pipe of size 110mmlaying in trenches forelectric cable all as specifide and directed. |
| 32 | Material & Labour forDWC(Double Wall Corrugated) pipe of size 63mmlaying in trenches forelectric cable all as specifide and directed. |
| 33 | Material & Labour forDWC(Double Wall Corrugated) pipe of size 40mmlaying in trenches forelectric cable all as specifide and directed. |
| 34 | Supply & Fix in repairs LT Panel double door,cubical type floor indoor typemounted 3 phase 4 wire 50 cycles, 415 volts. The panel board shall be made of 2 mm thick CRCA sheet for load bearing members and 2 mm thick for doors/covers/partitions and shall be factory powder coated on both sides. The panel shall be provided with seperate compartment for each switch gear with hinged door. The panel board shall be suitable for AC, 415 Volts, 50 Hz, 3 phase, 4 wire supply complete with 1000 Amps rated high conductivity aluminium bus bars for phases and neutral,colour coaded with heat shrinkable sleeves pre-wired with copper cable.CPRI for manufacturing firm shall be produced The panel shall be accommodate complete with instrumentation such as Digital display amphere meter and volt meter, Phase indicating lamps etc., for indicating incoming/out going supply and comprising of the followings items:-Note :- The quoted rate deems to be inclusive of necessary PCC foundation and brick work required at site for installation of LT Panel board with necessary lugs, nuts & bolts with washers and connecting up of old existing UG cables etc required at site and all as directed by the Engr-in-Charge. (a) MCCB 4 Pole 630 Amps 50KA- 01 No (for Incommer) adjustable thermal and Fixed magnatic type(b) MCCB3 Pole 200 Amps 36KA, - 02 No (for Outgoing & Spare) adjustable thermal and Fixed magnatic type |
| 35 | (c) MCCB3 Pole 160 Amps 36KA, - 04 No (for Outgoing & Spare) adjustable thermal and Fixed magnatic type(d) MCCB3 Pole 100 Amps 36KA, - 02 No (for Outgoing & Spare) adjustable thermal and Fixed magnatic type(e) MCB TPN Pole 32 Amps 10KA, - 01 No(for Outging) adjustable thermal and Fixed magnatic type(f) MCB SPN Pole 40 Amps 10KA, - 02 No (for Outging) adjustable thermal and Fixed magnatic type |
| 36 | Supply & Fix in repairs LT Panel double door,cubical type floor indoor typemounted 3 phase 4 wire 50 cycles, 415 volts. The panel board shall be made of 2 mm thick CRCA sheet for load bearing members and 2 mm thick for doors/covers/partitions and shall be factory powder coated on both sides. The panel shall be provided with seperate compartment for each switch gear with hinged door. The panel board shall be suitable for AC, 415 Volts, 50 Hz, 3 phase, 4 wire supply complete with 600 Amps rated high conductivity aluminium bus bars for phases and neutral,colour coaded with heat shrinkable sleeves pre-wired with copper cable.CPRI for manufacturing firm shall be produced The panel shall be accommodate complete with instrumentation such as Digital display amphere meter and volt meter, Phase indicating lamps etc., for indicating incoming/out going supply and comprising of the followings items:- |
| 37 | Supply and installed Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & disigned for input variation between 170 Volts to 250 V with output voltage stabilised at 230 V with accuracy of +/- 2.5% and of capacity 5 KVA with time delay relay and auto cutoff all as directed by Engr-in-Charge |
| 38 | Supply, installation , testing and commissioning of packaged ETP of capacity 2 KLDPhysiochemical Treatement process and fabricatedwith Skid Mounted Mild Steel Structure ,FRP Reactor tanks along with interconneted equipment, lot of piping,valves, electric motors ,operating panel instruments such as pressure gauges, level switch flow meterchemicals (Lime, Alum, Poly and Hype) and filters including civil work .The technical details & equipments are as under :-(a) Prefab ETP TanksChemical Mix Tank Tube Settler Tank-FRP (Fiber Reinforced Plastic) FRP constructed tanks 6mm thick, Volume as suitable to ETP capacity - 01(b) Clear Water Tank - Cylindrical Tank 0.5 KL - 01(c) MSEP Skid -Box pipe Mild steel Epoxy Painted equipment mount skid -01(d) Effluent Transfer Pump 0.5m^3/h@ 26mtr Head -Centrifugal type, Horizontal pump, CI body, 0.5HP, AC 220V- 01(e)Level Controller- High Quality Radar Type Float Sensor cum Controller for 220V-- 02 (f) Pipe and Fittings Air, Submerge, Sludge) -UPVC Pipe & fittings ISTM 40 Schedule Tube Media PVC UV Resistance Media-PVC UV Resistance Media - 01(g) Automatic Control Panel, Cables and Wire -Controlling and Automation work for pumps, Motors, Blowers, Cap. As required etc. -01(h) Sludge Transfer Pump 0.5m^3/h@ 10mtr Head -CI Body, Self-priming pump, Horizontal Pump, AC 440V - 01(i) Sludge Dry Bags -Polyester bag, PVC housing - 02(j) Filter Feed Pump-CI Body, Self-priming , Mono Block Pump(k) Air Blower - Twin Lobe, 0.45 kg/cm^2, Air flow 25 m^3/Hr., Motor- 1 HP, 440V - 01 |
| 39 | (l) Air Diffusers -Fine and Coarse bubble diffusers as suitable to tank - 01(m) Chemical Dosing Pumps -PP, Diaphragm pump, 0-6 LPH and HDPE Chemical tank -04(n)Multi Grade Sand Filter - Vertical, FRP vessel, Multiport Valve, Filter media and piping- 01(o)Activated Carbon Filter -Vertical, FRP vesserl, Multiport Valve, Carbon media and piping - 01(p)Pressure Guages -Budon Type -02(q)PH Monitor - Online Digital Measuring-01(r)Flow Meter -Inlet/Outlet of STP - -02(s)Multi function Meter- Energy,Volt,AMP,RPM,PF -01 |
| 40 | Total Amount in Figures |
| 41 | Quoted Amount in Words |
