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| 1 | Part-A Electrical Work |
| 2 | Dismentalling, shifting and reinstallation of existing already installed 30.5 mtr.high mast flag system mast shaft shall be with decorative dome on top and accessories for high mast including head frame 3 point suspension system with steel wire rope 6 mm dia, double drum winch, galvanised carriage flag mounting arrangement suitable and its control gear boxes and reinstallation the same with- 1. S & F offoundation boltsmanufactured from steel along with nuts, washers, ancher base platesincludingPU painting ofhigh mast flag shaft, oiling/greasing of steel rope & motor if required &repairing if any damage make tocomplete & functional asinstructedby Engineer In-Incharge. |
| 3 | Providing brick work (in width 225 mm or more) with F.P.S. bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) at all levels. |
| 4 | Providing 15mm thick cement plaster of mix 1:4 (1 cement : 4 fine sand) at all levels. |
| 5 | Supplying of one no. 3.5 x25.0 sqmm PVC insulated, XLPE steel armoured aluminium conductor power cable of grade 1.1 kVas required complete in following manners. |
| 6 | Supplying of one no. 2 x6.0 sqmm PVC insulated, XLPE steel armoured aluminium conductor power cable of grade 1.1 kVas required complete in following manners. |
| 7 | Laying of one no. PVC insulated, PVC sheathed / XLPE power cable of 1.1kV grade of size not exceeding 35 sq.mm. of 1.1kV grade of following place etc. as reqd. |
| 8 | Direct in ground I/c excavation, sand cushioning, protective covering and refilling the trench etc. as reqd. |
| 9 | In pipe |
| 10 | In open duct |
| 11 | Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 12 | Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required. |
| 13 | Supplying and fixing following rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 14 | Four Pole (40A-63A) |
| 15 | 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. |
| 16 | 2 X10 sq. mm (19mm) |
| 17 | 3½ X 25 sq. mm (28mm) |
| 18 | Dismentling cross arm / street light brakcet/street light fittingfrom any size of pole complete as required and depositing in sectional store. |
| 19 | Fixing cross arm / street light brakcet/street light fittingwith MS clamps GI bolts with washer as required. |
| 20 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. |
| 21 | Above 4.5 metre and upto 6.5 metre |
| 22 | Dismantling of pole/ street light standard/ strut embedded in cement concrete foundation etc. as required. |
| 23 | Dismantling and refixing of DB/MCCB/TPN Switches/starter/ loose wire boxes along with all accessories on surface or in recessed etc as reqd complete. |
| 24 | Supply & Laying of32 mm dia, 8Kg / cm², minimum 2.0 mm thick HDPE pipe, ISI mark in following manners as required complete. |
| 25 | In open duct |
| 26 | Supply and drawing PVC insulated following round copper conductor cable of following sizefor connection ofequipment / exhaust fan etc as reqd. |
| 27 | 2.50 sq. mm , three core |
| 28 | Part-B Civil work |
| 29 | Carriage of Materials |
| 30 | By MechanicalTransportincluding loading, unloading and stacking |
| 31 | Earth 2 K.M |
| 32 | EARTH WORK |
| 33 | Earth work in excavation by mechanical means (Hydraulicexcavator)/manualmeansin foundation trenches or drains (not exceeding 1.5 minwidthor10sqmonplan),including dressingofsidesandrammingofbottoms,forall lift, including getting out the excavated soil and disposalofsurplusexcavatedsoilasdirected, within a lead of 50 m. |
| 34 | All kinds of soil. |
| 35 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layersnotexceeding20cmindepth, consolidatingeachdepositedlayerbyramming and watering, lead up to 50 and for all lif. |
| 36 | Extra for every additional lif of 1.5 m or part thereofinexcavation/bankingexcavatedor stacked materials. |
| 37 | All kinds of soil |
| 38 | CEMENT CONCRETE (CAST IN SITU) |
| 39 | Providingandlayinginpositioncement concreteofspecifiedgradeexcludingthecostof centering and shuttering - All work up to plinth level : |
| 40 | 1:4:8(1 Cement:4coarsesand(zone-Ill) derivedfromnaturalsources:8gradedstone aggregate40mmnominalsizederivedfrom natural sources) |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 42 | Foundations, footings, bases for columns |
| 43 | REINFORCED CEMENT CONCRETE |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 45 | Foundations, footings, bases ofcolumns, etc. formass concrete |
| 46 | Columns,Pillars,Piers,Abutments,Postsand Struts |
| 47 | SteelreinforcementforR.C.C.workincluding straightening,cutting, bending, placing in positionandbindingallcompleteuptoplinth level. |
| 48 | Thermo-MechanicallyTreated barsofgrade Fe-500D or more. |
| 49 | Providing and laying in position ready mixed or sitebatcheddesignmixcementconcretefor reinforced cementconcretework; using coarse aggregate and fine aggregate derived from naturalsources,PortlandPozzolana/Ordinary Portland /PortlandSlag cement,admixtures in recommendedproportionsasperIS:9103to accelerate/retardsettingofconcrete, to improvedurabilityandworkabilitywithout impairingstrength;includingpumpingof concretetositeoflaying, curing,carriageforall leads; but excluding the cost of centering, shuttering,finishingandreinforcementasper direction of the engineer-in-charge, for the followinggradesofconcrete.: Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mixismorethan110%ofthespecifiedminimum cementcontent,thecontractorshallhave discretiontoeitherre-designthemixorbearthe cost of extra cement. |
| 50 | All works upto plinth level |
| 51 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 52 | Addforusingextracementintheitemsofdesign mixoverandabovethespecifiedcementcontent therein. |
| 53 | Providing, laying and fixing following dia G.l. pipe (medium class) in ground complete with G.l. fittings including trenching (75 cm deep)and re-filling etc as required |
| 54 | 40 mm |
