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| 1 | Estimate for Construction of Sanitary Landfill |
| 2 | Excavation for foundation in earth, soil ofall types, sand, gravel and soft murum,including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m) By Mechanical Means |
| 3 | Excavation for foundation in Hard murumand boulders including removing the excavatedmaterial upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means |
| 4 | Providing earth work in embankment sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)with approved materials obtained from other |
| 5 | Clay Liner : Providing and filling puddle(selected good impervious clay) in Kolhapurtype weirs in proper layers of 15 cm including watering, ramming and compaction, etc.complete with all leads and lifts. |
| 6 | HDPE Geo-membrane : Providing andand in-situ 1.5 mm HDPE geo-membrane etc. complete with all leads and lifts. |
| 7 | Geotextile : Providing and laying CEMarkedNeedlePunchedandMechanicallyBonded Non-Woven Geotextile (TechGeo) indigenously manufactured from high quality polypropylene staple fibres (continuous filament will not be accepted) of Techfab India on the prepared subgrade for separation, drainage & filtration application with necessary overlaps as per drawing etc. complete. (Specification: MORTH Section-700 ) with prior approval of concerned Superitending Engineer. |
| 8 | Drainage Layer : Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given - 40 mm gauge pebbles |
| 9 | Drainage Layer : Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given - 12 mm to 20 mm gauge pebbles |
| 10 | Drainage Layer : Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given - 6 to 12 mm gauge pebbles |
| 11 | Drainage Layer : Providing, lowering,laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given - Coarse sand (from river sand at site) |
| 12 | Providing and supplying in standard IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete PE-100, 16 Kg/Sq. cm :160mmlengths Polyethelene Pipes, confirming to |
| 13 | Providing and supplying in standard IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete PE-100, 16 Kg/Sq. cm : 315mmlengths Polyethelene Pipes, confirming to |
| 14 | Lowering, Laying and Jointing H. D. P. including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II FOR ALL CLASSES - 160 mm |
| 15 | Lowering, Laying and Jointing H. D. P. including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II FOR ALL CLASSES - 315mm |
| 16 | Providing & Supply of Electro Fusion : Part-3, suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. - Equal Tee 315Fittings in accordance with BS EN12201 |
| 17 | Providing & Supply of Electro Fusion : Part-3, suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. - Reducer 315 x 160 mmFittings in accordance with BS EN12201 |
| 18 | Providing & Supply of Electro Fusion : Part-3, suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.- End Cap 160 mm |
| 19 | Providing & Supply of Electro Fusion : Part-3, suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. - End Cap 315 mmFittings in accordance with BS EN12201 |
| 20 | Perforation to HDPE Pipe : Making Perforation to HDPE pipe. The holes for perforations shall be 2No.X15mm diameter at 100mm c/c. - 160 mmFittings in accordance with BS EN12201 |
| 21 | Perforation to HDPE Pipe : MakingPerforation to HDPE pipe. The holes for perforations shall be 2No.X15mm diameter at 100mm c/c. - 315 mm |
| 22 | PCC for Anchor Block in M-100 : Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and beddingincludingbailingoutwater,Steelcentering,formwork,laying/pumping,compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 23 | Dewatering : Dewatering on BHP basis by providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete.using water pump including diversion of |
| 24 | Chain link fencing : Providing anderecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and verticalM.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete |
| 25 | Royalty Charges |
| 26 | Quality Control and Testing Charges |
| 27 | 1% Labour Insurance on Total Civil Cost of Sanitary Landfill |
| 28 | Estimate For Construction of Leachate Collection Tank |
| 29 | Excavation for foundation in earth, soil ofall types, sand, gravel and soft murum,including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m) By Mechanical Means |
| 30 | Excavation for foundation in Hard murum material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Meansand boulders including removing the excavated |
| 31 | Excavation for foundation in Soft rock and old cement or lime masonry foundationsincluding removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessarybackfillingwithavailableearth/murum, ramming, watering including shoring and strutting etc. complete (Lift from 3.0 m to 4.5 m.) By Mechanical Means |
| 32 | Excavation for foundation in Soft rock including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessarybackfillingwithavailableearth/murum, ramming, watering including shoring and strutting etc. complete (Lift from 4.5 m to 6.0 m.) By Mechanical Meansand old cement or lime masonry foundations |
| 33 | PCC for Footing/Bedding in M-150 : cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying / pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) For Lift 6.0m to 9.0mProviding and laying Cast in situ/Ready Mix |
| 34 | RCCFootinginM-300:Providingand concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, stripfoundations,grillageandfootingsof R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) - For Lift 3.0m to 6.0mlaying Cast in situ/Ready Mix cement |
| 35 | RCC Slab/Wall in M-300 : Providing and in M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) - For Lift 0.0m to 3.0mlaying Cast in situ/Ready Mix cement concrete |
| 36 | RCC Slab/Wall in M-300 : Providing and in M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) - For Lift 3.0m to 6.0mlaying Cast in situ/Ready Mix cement concrete |
| 37 | Steelbarreinforcement:ProvidingandfixinginpositionTMT-FE-500barreinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 38 | Providing and fixing in position steel fibrereinforcedconcrete(S.F.R.C.)frameandcovers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20tonnes capacity). |
| 39 | Providing and fixing in position Cl dapurior 22 mm dia. M.S. bar step with properanchorage, etc. and providing and applying 3 coats of anticorrosive paint, ) etc. complete as directed by Engineer-in-charge. |
| 40 | Providing and applying epoxy paint ofapproved make (Shalimar, Ciba or Mahindra& Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in- charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes.i) For new surfaces - Two coat |
| 41 | Puddle flange : Providing and supplying ISI standard MS specials of required thickness3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, stacking, etc. complete. |
| 42 | Dewatering : Dewatering on BHP basis byusing water pump including diversion ofproviding cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete.approved make (Shalimar, Ciba or Mahindra& Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in- charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes.i) For new surfaces - Two coat |
| 43 | Filling in plinth and floors with approvedexcavated material in 15cm. to 20cm.Layers including watering and compacting etc. completeapproved make (Shalimar, Ciba or Mahindra& Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in- charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes.i) For new surfaces - Two coat |
| 44 | Royalty Chargesapproved make (Shalimar, Ciba or Mahindra& Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in- charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes.i) For new surfaces - Two coat |
| 45 | Quality Control and Testing chargesapproved make (Shalimar, Ciba or Mahindra& Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in- charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes.i) For new surfaces - Two coat |
| 46 | Charges for structural design, drawing and approval from any Govt. engineering Colleges = 0.75%approved make (Shalimar, Ciba or Mahindra& Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in- charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes.i) For new surfaces - Two coat |
| 47 | 1% Labour Insurance on Total civil cost of Leachat collection tank |
| 48 | 18 % Gst on Construction of Sanitary Landfill and Leachate collection tank |
