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| 1 | Civil works |
| 2 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.2.28.1 All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. |
| 5 | Providing and laying 60mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block making machine with strong vibratory compaction , of approved size , design & shape , laid in required......etc. all complete as per the direction of Engineers - in - charge |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2A 1:1.5:3(1Cement:1.5coarsesand(zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominalsize Recycled Concrete Aggregate (RCA) upto 25%). |
| 7 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | Brick work with common burnt clay modular bricks of class designation, 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 9 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) |
| 10 | 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. 2.8.1 All kinds of soil. |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu-ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | Electrical |
| 14 | Laying ofone numberPVC insulated and PVC sheathed/ XLPE powercableof1.1KVgradeoffollowing sizedirectinground includingexcavation,sandcushioning,protectivecoveringand refilling the trench etc as required. |
| 15 | Upto 35 sq. mm |
| 16 | Supplyingandfixingfollowingway,singlepoleandneutral,sheet steel, MCB distribution board, 240 V, on surface/ recess,completewithtinnedcopperbusbar,neutralbusbar,earthbar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 17 | 6 way , Double door |
| 18 | Supplying and fixing following rating, double pole, 240 V, isolatorintheexistingMCBDBcompletewithconnections, testing and commissioning etc. as required. |
| 19 | 40 A |
| 20 | Supplyingandfixing5Ato32A rating, 240/415V, 10kA,\"C\" curve,miniaturecircuitbreakersuitableforinductiveloadof followingpolesintheexistingMCB DBcompletewith connections, testing and commissioning etc. as required. |
| 21 | Single pole |
| 22 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia includingaccessories,andprovidingmasonryenclosurewith cover plate having locking arrangement and watering pipe etc.with charcoal/ coke and salt as required. |
| 23 | Supplyingandlaying6SWGG.I.wireat0.50metrebelow groundlevel for conductorearth electrode,including connection/ termination with GI thimble etc. as required. |
| 24 | Supply ofone numberPVC insulated and PVC sheathed/ XLPE powercableof1.1KVgradeoffollowing size for layingdirectinground withexcavation,sandcushioning,protectivecoveringand refilling the trench etc as required. |
| 25 | a) 3Core 6 Sq.mm PVCA Aluminium Cable |
| 26 | Pole Type BOP or equivalent-6030 Height6m The materials of the pole as follows : Conforming to grade S355JOConforming to grade S355JO , Base Plate:-Fe 410 Conforming to IS 226/ IS 2062, Foundation Bolts:- 6.8 Gr. As per IS 1367, Pole Sections:- The Octagonal Poles shall be in single piece with single longitudinal welding join. Galvanization :- The poles shall be hot dip galvanized as perIS 2629 / IS 2633 / IS 4759 standards with averagecoating thickness of 65 micron. The galvanizing shall be done in single dipping. Door opening:- The Octagonal poles shall have door of approximate500 mm length at the elevation of 500 mm from thebase plate. The door shall be vandal resistance and shall be weather proof to ensure safety of insideconnection as approved by the Depts.. The door shall be flush with the exteriorsurface and shall have suitable locking arrangement. The pole shall be adequately strengthened at thelocation of the door compensate for the loss in section. There shall also be suitable arrangement for thepurpose of earthing, Smart pack Junction box with 6 MCB & Terminals for mounting inside base compartment of Pole. TopDia.(A/70 Bottom Dia. (A/130, SheetThickness 3mm, Base Plate Dimensions (L x B x 220 x 220 x 12, Foundation Bolt, Bolt Size :- (no. x dia.) 4 x 20 Dia, Pitch Circle Dia. (PC205, Bolt Length 600, Projected Bolt Length 100, Anchor plate thickness :-4 mm , Pole Foundation :- The octagonal poles shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity. Foundation :- The foundation shall be done with (Earth work :-2.04 cubic Meters.RCC:- 1:1.5 : 3 proportion 0.65 cubic metres.Steel :- 22.43 Kg. Shuttering:-4.32 square metres. = 22.43 Kg. |
| 27 | Sypply installation testing commissioning All in One70W LED Street light ofmake Crompton with cat no.equivalent make including connection complete. |
| 28 | Sypply installation testing commissioning 10W LED Bollard light of make Cromptonwith cat no. equivalent make including connection complete. |
| 29 | Sypply installation testing commissioning 60W LED Gate light of make Crompton with cat no. equivalent make including connection complete. |
| 30 | Pole Type BOP or equivalent : 3030, Height: 3 M The materials of the pole as follows : Conforming to grade S355JOConforming to grade S355JO, Base Plate:- Fe 410 Conforming to IS 226/ IS 2062, Foundation Bolts:-6.8 Gr. As per IS 1367, Pole Sections:- The Octagonal Poles shall be in single piece with single longitudinal welding join, Galvanization :- The poles shall be hot dip galvanized as perIS 2629 / IS 2633 / IS 4759 standards with averagecoating thickness of 65 micron. The galvanizing shall be done in single dipping. Door opening :- The Octagonal poles shall have door of approximate500 mm length at the elevation of 500 mm from thebase plate. The door shall be vandal resistance and shall be weather proof to ensure safety of insideconnection as approved by the Depts.. The door shall be flush with the exteriorsurface and shall have suitable locking arrangement. The pole shall be adequately strengthened at thelocation of the door compensate for the loss in section. There shall also be suitable arrangement for thepurpose of earthing, Smart pack Junction box with 6 MCB & Terminals for mounting inside base compartment of Pole. Size of pole :Diameter : Dia 130 mm, Sheet thickness:3 mm, Base plate Dimension:- 220 mm x 220 mm x 12 mm (LxBxT) , Foundation Bolts.Bolts sizeNo. and dia 4 x 16 mmPitch circle dia:- 200 mm ; Bolt length : 450 mm , Projected bolt length80 mm, Anchor plate thickness4 mm Pole Foundation:- The octagonal poles shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity. Foundation:-The foundation shall be done with, (Earth work 2.04 cubic Meters., RCC 1:1.5 : 3 proportion 0.65 cubic metres., Steel 22.43 Kg., Shuttering4.32 square metres. = 22.43 Kg. |
| 31 | Sypply installation testing commissioning40W LED Post light ofmake Crompton with HARITAGE cat no. LPTH-20-WW equivalent make including connection complete. |
| 32 | Supplying including installation, commissioning of vermin and dust proof totally enclosed, Phosphatised Powder Painted cubical outdoor type double door, floor mounting compartmentalize panel board of made of 16 SWG/1.66 mm thick C.R. sheet and35mm X 35mm X 5mm size angle having 4 no legs at the bottom and C.R. sheet roofing on the top complete painting with 2 coats of Red Oxide metal primer and 2 coats of enamel paint. The panel board is to be erected in 1 : 3 : 6 PCC foundation including excavation of trenchand brick soling etc. complete neatly Wiring done with provision for one no 40A Double pole MCB oras incomer and provision for 8nos 6A SP MCB at out going as specified and directed by the deptt. confirming to IP 65 protection comprising of the following electrical items: |
