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| 1 | Providing and fixing of reinforced Ferro-Cement drain covers designed for `A` class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm |
| 2 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : 25 mm dia. nominal bore |
| 3 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia. nominal bore |
| 4 | MAIN CUBICAL PANEL / STREET LIGHT CONTROL PANELP/F testing and commissioning of kiosk type weather proof out doormain cubical panel size 750 mm X 1250 mm X 500 mm (app.) madeout of 14 gauge MS sheet front and back both side openable dulyhinged door with locking arrangement by providing both side helddraft and all required hard wares. The cubical should be dust andvermin proof followed by coat of zimpholite primer and finally twocoats of enamal gray paint. The cubical should be mounted withhard ware on angle iron frame size 50 X 50 X 6 mm and 1500 legsduly painted framed be grouted 750 mm below ground level withcement concrete 1:3:6 in 1000 X 500 X 600 mm and providing brickmasonary along angle iron frame above G.L. They shall be in twosection comprising as follows: (i) Providing and Fixing 415 V ,TP combination double break HRCswitch fuse unit .100 Amp. rating for incoming supply with HRC fuse100 Amp rating and of BCH/LandT/EE/ Siemens/ ABB make. (ii) Providing fixing timer switch TSQ 100 series 240 Volts, and fullrunning service standred mounting with base of L and T or equivalentmake including the cost of contactor 63 amp. 50 Hz. 440/400 volt. (iii) P/F open busbars 25mmX3mm of required length duly coveredby heat shrinkable sleeves with busbar supporters (iv) Provision for residual current operated 63 Amp. 1 Pole ELCB of30MA to 300 MA sensitively as required including makingconnections etc.(EE/Load stop make) (v) P/F 2 Nos. 415 Volts TPN combination double break switch fuseunit,63 Amp. Rating with HRC fuses (EE/mds/ SCHNEIDERbch/Siemens )for outgoing cable and making connection etc. also tohave a provision for two nos. above switchs. (vi) P/F of 3 nos. RYB phase indicator resitance type complete withlamp P/F of HT danger plate of size 200 X 150 mm made of aluminiumsheet 20 gauge. (vii) P/F cable glands double compression type and Al. lugs dulycrimped for incoming cable and out going Cables. (viii) Providing 2 Nos. earth terminals including lugs and H/W dulyinter connected with 8 SWG copper wire . (ix)Inter connection of main busbar to each out going switch andcable terminal shall be with 4 sqmm PVC copper conductor dulycrimped with AL lugs. (x) Cable termination shall be fixed at backside of the panel withH/W and spring washers (xi) Light control switch with photo senser complete unit as required |
| 5 | P/ F IP-65/ IP-66 protected street light luminaries onexisting bracket. Fixture made from powder coatedsingle piece pressure die cast aluminum housing withheat dissipation fins on housing with high power LEDs .Diffuser / glass cover for ensuring IP-65 protection forlamp and control gear compartment, system lumenoutput of 100 lum/watt high power LED. Integrateddriver shall be high efficiency having efficiency morethan 85 % and in compliance to IEC standards. Systemlife of 50000 burning hours with 70 % of initial lumensmaintained. Fixture shall be in CE compliance. LED street light fixture 80-90 watt |
| 6 | Supply and erection of Octagonal pole of followinglength and dimension as per table-3 with base plate onthe cement concrete foundation of M-15 /M-20 grade(1:1.5:3) with the help of anchor bolts of grade 6.8 (IS1367 P III ). The pole shall be made of S-355JO gradesteel sheet , folded lengthwise to obtained Octagonalshape, having single longitudinal seam weld and hotdipped galvanised internally and externally in accordancewith IS 2629. The pole shall have a weatherproof flushdoor and locking arrangements. The complete workshall be supervised and certified by the manufacturersfor satisfactory supply, erection, testing andcommissioning. Single arm overhang |
| 7 | Supply and installation of maintenance free Earthing with all alied material |
| 8 | Supply and erection of 25 mm x 6 mm 9 mtr for earthing Wt. 10.80 Kg (Tata/ Sail make) |
| 9 | Erection of G.I. WireGI Strip 25x6mm 9 mtr for earthing |
| 10 | Providing and fixing 6 SWG dia GI wire on surface or in recess for loop earthing as required |
| 11 | Supply of LT XLPE Armoured 4 core, 16 sqmm AL Cable |
| 12 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required 4x16 sqmm (28mm) |
| 13 | Supply and erection of 3 core PVC copper insulated and sheathed circularflexible wire size 1.5 sqmm |
| 14 | Supply and erection of copper lugns including crimping etc. upto the entire satisfaction of Engineer in charge |
| 15 | PandF of MS J-hook of standard design made out of 16mm dia MS round bar and fixed with cement concrete mortar with require support as require |
| 16 | Diversion of water flow and desilting and taking out of debris/silt rubbish etc. from Open Drain by Manual/mechnical means and disposal of silt / malba at suitable place complete in all respect to the entire satisfaction of Engineer -in -charge. The cleaning / desilting shall be supported by date proof photographs at each location on daily basis inclusive of all material, labour, TandP including provision of safety equipment as per guideline laid in (IS-972*1987) International standard, traffic control arrangements and proper lighting at night, barricading, display of sign board, insurance of workers and cleaning of site by removal from all hindrances/obstructions, unforeseen items permission from other Deptt. Shall be arranged with assistance of FSCL. The rates are inclusive the collection, removal, transportation and disposal of silt / malba to hazard free dumping ground complete in all respect to the entire satisfaction of Engineer -in -ChargeCleaning of open drain of given below sized drains and average silt thickness 0.75 Mtr and above including the diversion of water flow with velocity @ 0.10 m/sec and discharge 0.06 m3/sec of open drains along the following roads. |
| 17 | Black Board |
| 18 | Earth Boring |
| 19 | all HSR Items As per DNIT Please Enable Macros to View BoQ information |
