Tender For Supply, Erection, Testing And Commissioning Of Twin Lobe Air Cooled Air Blower, 600 Kva Transformer, 625 Kva D.G. Set At Ips And Construction Of Reinforced Cement Concrete Channel Of Size 1.70 X 1.20 Mtr At 50 Mld Stp Dhanwapur, Gurugram A
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Project Description
Tender for Supply, Erection, Testing And Commissioning Of Twin Lobe Air Cooled Air Blower, 600 Kva Transformer, 625 Kva D.G. Set At Ips And Construction Of Reinforced Cement Concrete Channel Of Size 1.70 X 1.20 Mtr At 50 Mld Stp Dhanwapur, Gurugram And All Other Works Contingent Thereto. (Including 1 Year Defect Liability Period Free Of Cost) A/C Rs. 158.42 Lakhs
BOQ
| Sl. No. | Item Description |
| 1 | Providing and applying three coats of Coal Tar Epoxy including preparation of plastered / concrete surface complete with component of RSM-0255 Epoxy Resin, HSM-045 Epoxy hardener with a thickness not less than 450-500 micron applied as per standard specification complete in all respect. |
| 2 | Supply, erection, testing and commissioning of Twin Lobe Air blower (excluding motor), Capacity: 3140m3/hrs, RPM-907, Motor Kw/RPM: 120/1500 including safely and all require parts as per requirement like Tire Coupling, Suction and Discharge silencer, NRV,PAV , Expansion below, Filters, canopy, and Motorized Valve with labor and loading unloading hydra etc. without any damage, in case of damage contractor will born all the expenditure of damage parts and Install New Supplied Air blower with proper alignment and with refitting of all existing spare and provide successful trial run with rated Norms like Current, Vibration, Noise etc. All wear and tear will be borne by contractor complete in all respect as per entire satisfaction of the Engineer –in – charge. Make :- SWAM PNEUMATICS PVT.LTD. / Everest / Kay |
| 3 | Supplying, erection, testing and commissioning of 625 kVA Prime Rating Power (PRP), Liquid Cooled Standard Diesel Generating Set Comprising of (CPCB IV plus Norms compliance) developing 763 BHP @ 1500 RPM Directly coupled with 625 kVA Green Alternator rated at 3 Phase 415 Volts, 50 Hz and 0.8 p.f. both mounted and Aligned on Common Base Frame complete with inbuilt MS Fuel Tank, Exhaust Silencer, AVM pads fitted on Base Frame 2 No`s Battery of suitable capacity for 24 Volts Operating System, RM (Remote Monitoring) and Standard Manual Panel all housed in Acoustic Enclosure complete in all respect including foundation, tin shed etc.and all other works contingent thereto.` (Make - Cummins, KOEL, CAT) |
| 4 | [17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate] |
| 5 | [20.76.13]Design, Supply, Erection, Testing and Commissioning outdoor type 3 phase transformer (input) 11KVA /433 V (3phase output) -250 V (single phase output) Oil immersed naturally cooled, energy efficiency level-2 including cost of earthlings as per DHBVN/ UHBVN norms, inspection charges, Connecting material i.e. lugs thimbles complete in all respect satisfaction to Engineer-in-Charge(Inspection certificate will be issued by Chief Electrical Inspector of Nigam & inspection charges will be borne by agency. 13. 600 KVA [Through Rate] |
| 6 | [20.85.3]Supplying and Fixing of PVC water bars for water stops flexible physical plastic for preventing leakage in concrete joints to avoid seepage ( Fixo- stop) with ribs and central bulbs marked as per IS-12200 of 2001 along with bitumen filler complete in all respects. 3. 250 mm x 8-11 mm thickness of wall [Through Rate] |
| 7 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 8 | [6.1.4A]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4A. 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA)). [Rate] |
| 9 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 10 | [6.26.1]Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) [Through Rate] |
| 11 | [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate] |
| 12 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] Please Enable Macros to View BoQ information |
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