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| 1 | Estimate of Compost Pit: |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 3 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 4 | Brick work with common burnt clay modular bricks of class designation7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 6 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Soling (or sub base) of well burnt soling bricks including filling of interstices and rolling.(Old size bricks, one layer laid on flat.) |
| 8 | 15 mm cement plaster on the rough side of single or half brick wall ofmix :1:6 (1 cement: 6 fine sand) |
| 9 | White washing with lime to give an even shade:New Work (Three or more coats) |
| 10 | Applying Priming Coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 11 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 12 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to anypitch, including fixing with polymer coated \"J\" or \"L\" hooks, bolts & nuts 8mm dia. G.I. plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick corrugated (2.5\" or 4.2\" or 6\") or step-down (2\" or 3\" or 6\" ) as specified |
| 13 | Providing and fixing bolts including nuts and washers complete |
| 14 | Estimate of Waste Receiving Platform: |
| 15 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, asdirected by Engineer-in- Charge: all kind of soil |
| 16 | Sand filling in plinth in layers not more than 150 mm thick including necessary carriage, watering, ramming etc, complete as directed and specified including payment of land compensation, forest , royalty, saletax and other duties and taxes as may be necessary:With river sand or silt by truck carriage including loading and unloading |
| 17 | Soling (or sub base) of well burnt soling bricks including filling of interstices and rolling.(Old size bricks, one layer laid on flat.) |
| 18 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 19 | Estimate of Electronic Equipment |
| 20 | Supply and installation of 1000kg and 100g Accuracy Heavy Duty Steel Platform Digital Weighing Scaleincluding all equpment , materials , complete with all taxes. |
| 21 | Computer with in-built modem & fax software |
| 22 | Printer |
| 23 | Wireless/Mobile Phone |
| 24 | Complaint Log Book |
| 25 | Table |
| 26 | Chairs |
| 27 | Estimate of External Electrification of MSW Disposal Site |
| 28 | Material & Labour Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-22 (8.5 metres long) |
| 29 | Eaves gutter and pipes any description, exc 60 cm girth including holderbats, distance pieces, etc. (length measured over bends, branches etc.) Aluminium paint (each coat) |
| 30 | Fixing only street light fitting, for 70/80 watt vapour or sodium vapour lamp, complete with ballast and capacitor comprising of cast aluminium housing, a pair of aluminiumreflectors, a highly transparent clear acryliccover hinged to the canopy at one end andfixed by means of single spring action at the other, suitable for mounting on 40mm or 50mm dia. G.I. mast or bracket arms with pole fixing attachments and fixing of lamp |
| 31 | Supply and fixing of junction box of size280 X 170 X 130 mm with hinges and locking arrangement & MS clamp made of 50 X 6 mm flat complete in all respect. |
| 32 | Supply and laying of following sizes Al. conductor PVC insulated armoured seathed cable of 1100 V grade at a depth of 750 mm B. G. L.Ditto, but sec area 35 sq. mm. (3 core) |
| 33 | Supply and laying of following sizes Al. conductor PVC insulated armoured seathed cable of 1100 V grade at a depth of 750 mm B. G. L.Ditto, but sec. area 16 sq. mm. (2 core 16sqm) |
| 34 | supply and fixing of G.I. pipe of 80 mm dia along the pole for protection of under ground cable as required |
| 35 | Ditto, but using galvanised iron strip 25×4mm as earthing lead. |
| 36 | Supply and fixing of feeder pillar of M.S cubicla box of size 100 x 75 x 40 cm made from 2 mm M.S sheet using angle of size 40 x 40 x 6 mm duly hinged and locking arrangement, painting two coats of enameled paint over red oxide primer providing aluminium Bus-bar or suitable size with 100 A/415 V TPN rewirable type main swithc with cement concrete foundation providing 1 Mtr GI pipe on 100 mm dia complete in all respects as per direction of E/I. |
| 37 | Supply and making of earth main hole of size1\" x 1\" and 2\" deep with 1\" x 1\" CI chamber brickwork etc |
| 38 | LT panel / Feeder Pillar having one no incoming panel, 5 nos, outgoing panel and one number change over switch for DG set. |
| 39 | Estimate of Separation Chamber |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 41 | Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm |
| 42 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 43 | GI sheet 0.8 mm thick confirming to IS 277:1992 at bottom |
| 44 | Mild steel plates 2mm thick for front open lid |
| 45 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 46 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete:50x37x1.50 mm |
| 47 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :100x10 mm |
| 48 | Cost of Conveyor Belt |
| 49 | Supply and installation of Conveyor Belt of required capacity including all acesseries complete as per direction of Engineer-in-Charge |
| 50 | Cost of Bailing Machine |
| 51 | Supply and installation of Balling machine of required capacity including all acesseries complete as per direction of Engineer-in-Charge |
