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| 1 | Compound Walling |
| 2 | Surface dressing and removal of vegetation by engaging labours. |
| 3 | Earth work excavationinall kind of soil for foundation Trenches, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil within a lead of1 mtr from cutting edge. |
| 4 | Extra over item no. 1 for every additional lead of 25 mtr beyond 1 mtr from cutting edge.. |
| 5 | Providing and laying of stone soling hand packing incld.ramming watering and all carriages upto site of work. |
| 6 | Providing and laying of cement concrete of specified grade excld.cost of centring shuttering.All work upto plinth level in 1:4:8 mix. |
| 7 | Providing and laying of reinforced cement concrete of specified grade excld.cost of centring shuttering.All work upto plinth level in 1:1.5:3 mix. |
| 8 | Providing and laying of cement concrete of sp.grade excld.cost of centring shuttering.All work upto plinth level in 1:2:4 mix. |
| 9 | Centring and shuttering incld.strutting propping etc and removal of form work complete. |
| 10 | Foundation footings and bases of columns |
| 11 | Reinforcement for RCC work incld.straightening, cutting, bending, binding and placing in position complete. |
| 12 | Providingand laying of 50mm thick cement conc.flooring in 1:2:4 MIX. |
| 13 | Providing and fixing of 50mm thick interlocked tiles over sand bed complete. |
| 14 | Brick work with F.P.S.bricks of class designation 75 in foundaton and plinth and in super structure above plinth upto floor v level in 1:6 mix.cement mortor. |
| 15 | Providing 15mm thick cement sand plaster in 1:4 mix |
| 16 | Providing/Fixing of steel work welded in built up sectionsincluding drilling of holes, |
| 17 | P/F of G.I chain link fabric fencing of mesh size 50x50 mm of 4mm dia wire including nuts & bolts. |
| 18 | Painting with synthetic enamel paint of approved brand including priming coat on steel work complete |
| 19 | Finishing walls with cement based paint ( Snosem) over plastered walls two or more coats complete. |
| 20 | Provision for Main Gate with Wicket Gate and 03 No Pillats complete |
| 21 | Excavating, supplying and filling of local earth (including royalty) by mechanical transportup to 05kms lead including ramming, watering of earth in layers not exceeding 20cm in depth. |
| 22 | Carriage of different materials by Mech.Transport incld. Loading unloading and all carriages upto site of work.. |
| 23 | Sand and stone aggregate av. Lead of 30 Kms. |
| 24 | Brick for average lead of 30 Kms |
| 25 | Road Work |
| 26 | Surface dressing of road including removal of inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50mts and lift 1.5mts complete. |
| 27 | P/L of GSB of specified size in layers not exceeding 22mm in thickness and maximum size of stone agg. Not exceedind 90mm including watering, spreading and consolidating with PRRof 8-10 ton capacity including carriage complete. |
| 28 | Supplying, stacking of graded stone aggregates at site including laying water bound macadam with specified stone agg., stone screening and binding material including screening, sorting, spreading to template and consolidating with PRR of 8-10 ton capacity complete. |
| 29 | Base course with stone agg.63-45mm in size ( quarry including screenings of 13.2mm size) |
| 30 | Base course with stone agg. 53-22.4 mm in size ( quarry including screenings of 11.2mm size) |
| 31 | Providing, laying, spreading and compacted wet mix macadam 75mm thick on prepared sub grade sub base with crushed quarry stone agg.Of sp.grading as per IRC/MOST/MORTH specification incld.mixed crushed material with predetermined quantity of water, rolling with vibratory roller of 8-10 tonne capacity incld.carriage of mixed material by Tippers upto site of work incld.cost and carriage of all materials involved. |
| 32 | Providing and applying tack coat using hot straight run bitumen of VG-10 grade incld.heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,@0.75Kgs/Sqm incld. cleaning and preparing the existing road surface to remove all dirt, dust mud etc,. and finally brooming the surface as per required specification incld.cost and carriage of bitumen upto site of work. |
| 33 | Providing laying spreading and compacted 50mm thick Compacted Premix Bituminous Macadam base course with crushed quarry stone agg.Of sp.grading as per IRC/MOST/MORTH specification and straight run bitumen of VG-10 grade @3.3% by wt.of total mix incld.hot mixing stone agg. and bitumen in hot mix plant and laying mixed material with Paver to the required level and grade rolling withroller of 8-10 tonne capacity incld.cost and carriage ofall materials upto site of work. |
| 34 | Providing and laying 25mm thick compacted semi dense bituminous concrete using curhsed stone agg. Satisfying the gradation set out in specification with 5% binder content (by wt. of total mix) bitumen of VG-10 grade @2.88 kg/Sqm with aid of hot mix plant transporting hot mixed material and laying with Paver finishede to the required level and grade rolling with vibratory roler 8-10 tonne capacity to achieve the required compaction and density incld.al costs and carriage of materials involved. |
| 35 | Providing laying 6mm thick seal coat of premixed fine aggregate(passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kgs of bitumen of VG-10 grade per cum of fine aggregate (0,768 Kgs of bitumen/ Sqm) and 0.60 cum of fine aggregate per 100 Sqm of road surface (as per MORTHspecifications) incld. rolling with vibratoryroller of 8-10 tonne capacity and finishing complete incld.cost and carriage ofall materials upto site of work. |
| 36 | Provision for small culvert if necessiated at site |
| 37 | Culvert work |
| 38 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. incl.anddisposal of excavated materialswith its leads, lifts and carriage as will be directed at site complete. |
| 39 | P/L, of dry stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading,cost and carriage of material involved complete. |
| 40 | P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to plinth level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) all inclusive leads, lifts, loading, un-loading,cost and carriage of material involved complete. |
| 41 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth levelin1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) incld. cost and carriage of all materials involved. |
| 42 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement.1:1½:3(1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size incld.cost and carriages of all materials involved. |
| 43 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 44 | Foundations, footings, bases for columns. |
| 45 | Edges of slabs |
| 46 | Reinforcement for R.C.C work incld straightening, cutting, bending, placing in position and binding all complete:- (Thermo Mechanically Treated Bars.). |
| 47 | Dewatering of trenches during execution of work |
| 48 | Provision of culvert railings |
| 49 | Carriage of different materials by Mech.Transport incld. Loading unloading and all carriages upto site of work.. |
| 50 | Sand and stone aggregate av. Lead of 30 Kms. |
| 51 | Creation of 250KVA Sub Station |
| 52 | Steel tubular poles 9 meter long (SP-33)with base plate (300 x 300 x 5mm)and top cap with Pole depth of 1.5 meters including transportation chargsfor creation of250 KVA Substation along with HT line.It also includes all the taxes as applicable along with charges incurred while testing and commisionnig the same. |
| 53 | 250 KVA 11/0.433 KV 3 phase Distribution Transformer with Bimetallic Terminal Connectors Energy Level-2 ( Copper Wound) and with LV Cable Box having detachable Aluminium Gland Plate. |
| 54 | Channel Iron(100x50x50x6mm)8\" long(Duly Painted) |
| 55 | Channel Iron(75x40x40x6mm)8\" long(Duly Painted) |
| 56 | Clamps of sizes for supporting the Channel Iron |
| 57 | 240sq mmSingle core cable 1.1 kv Grade XLPE unarmouredFRLS Type |
| 58 | 11KV GO AB switch 3ph 3 pole 400 Amp |
| 59 | 11KV DO Fuse Set 3 ph 400 Amp |
| 60 | Gapless Surge arrestor 9KV 10KA LA |
| 61 | Danger plates |
| 62 | Earthing of substation |
| 63 | LT Distribution Box for 250 kva DTR with 400 amp. MCCB 4P 36ka and 400 Amp TPN Al. Bus Bar |
| 64 | 35sqmm AB (HT) cable (3X35+1x70sqmm)XLPE(11kv,3C+Earth) incl. hooks etc as required |
| 65 | Heat Shrinkable Outdoor Cable Termination Kit(3 Core) |
| 66 | Aluminium Thimbles 300mm sqr. |
| 67 | Nuts and Bolts |
| 68 | HT meter incl. testing and sealing from the concerned department |
| 69 | 11KV pin insulators polymer type with GI pins complete including necessary modifications if required. |
| 70 | Painting ofST Poles with one coat of red-oxide and two layers of aluminium paint |
| 71 | Earthing ofST poles by GI pipe 40mm or GI rod 20mm 3 mtr long through GI strip |
| 72 | Cement Bottoming of poles1:2:4 mix as per standards |
| 73 | 160KVA 3 phase Servo Controlled Automatic Voltage Regulator(AVR)with Servo By pass Switch 4 pole 300 amp 415 volts 50Hz with following specifications;a) Input voltage range = 260 Volts to 460Volts (Phase to Phase) b) Output voltage range = 415Volts +/- 2% (Phase to Phase),c) Frequency: 50 HZ.d) Capacity overload = 10% overload for four hour.e) Protection : Over Load & Short Circuitf) indoor typeg) Unbalance typeh) It shall be Suitable for all power Factor.i) Cooling shall be ONAN. |
| 74 | Supplyinglaying & makingconnections & other jointing materialsfor 50 sqmm , 3 core HT Power Cable ,Almunium Conductor, ARMOURED |
| 75 | Construction of Tin Shed& Concerete Plate form forServo Cntrolled AVR, Panel& D G Set etc. as per requirement at site and the directions of Engineer Incharge |
| 76 | Low voltageDouble DoorMain Panel on 415 volts 3 phase 50 htzs of 2mm thick CRCA / Sheet of powder size 3\"x4\"x1.2\"ft . b) Providing and fixing of 300 amp TPN Al.Bus bar with required nos of thimbles etc (2 no)c)300 amp 4 pole MCCB with 36KA breakingcapacity (1no) (For Heating) d)250 amp 4 pole MCCB with 36KA breakingcapacity (1no) (For Lighting) f)VSS meter/switch g) ASS meter/ switch |
