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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | 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. All kinds of soil :: |
| 4 | Silt Clearance from canals. Inclusive of initial lead and lift (50m & 1.5m respectively) |
| 5 | Slip Clerance in soils |
| 6 | In ordinary soils disposal lead upto 50m and lift upto 1.5m |
| 7 | In soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50m and lift upto 1.5m |
| 8 | Extra for every additional lift of 1.5m or part hereof in excavation/banking excavated or stacked material : All kinds soil |
| 9 | Filling empty cement bags with sand/earth : including cost f sewing & strings; excluding cost bags & earth/sand. |
| 10 | Supply of EC Bags |
| 11 | Laying in position earth filled cement bags as per the director of Engineer Incharge excluding the cost of EC Bags, Supply of Earth, filling excavated earth into bags, sewing , strings (LMR) |
| 12 | Supplying and stacking of good earth at site including royalty (earthmeasured in stacks will be reduced by 20% for payment) |
| 13 | Providing and laying of polythene of specified weight of approved brand and colour incl. all carriages complete job 200 gsm of approved brand and colour including all carriages |
| 14 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) Damaged / Tilted breast Wall |
| 15 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 16 | 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 level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. |
| 19 | 25mm thick with 12.5 mm nominal size stone aggregate. |
| 20 | 40mm thick with 20 mm nominal size stone aggregate. |
| 21 | 50 mm thick with 20mm nominal size stone aggregate. |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 23 | Dumping stone excluding cost of stones. in Horizontal on level |
| 24 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 25 | Supply of 4\\"x4\\" mesh 16' x 16' size B.A wire knitted crates made of 4mm dia wire including all carriages |
| 26 | Supply of binding wire for lids/binding of crates @ 2kg/crate |
| 27 | Supply of stone boulder (nallah) nominal size 225mm (stack measurement reduced by 15%)including GST 18% + C.P |
| 28 | Opening out old wire crates those and re-binding after filling. |
| 29 | Dismantling of winch machines from super structure, incl. winch rods, connecting rods, casings etc and making good/ opreational by removing dents from winch rods and repair to winch machinies by cleaning, greasing etc complete job. Reassembling the same after making good all complete job |
| 30 | Removing/ Refixing for making good of existing gate shutters of anysize & providing denting, welding wherever necessary & reparis / Denting to guide channels wherevery necessary incl. all carriages complete job, as per directions of Engr-in-charge |
| 31 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil. |
| 32 | Constructing muthu bunds, comprising boulders and wood bushes inalternate layers; including working in water situations. |
| 33 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. Welded |
| 34 | Engagement of hydraulic excavator/ J.C.B for demolition of encroachments or embankment protectionand for different nature of works during exigency. Complete job |
| 35 | 12 mm cement plaster (1:4 Mix) |
| 36 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. Nominal bore (Medium) |
| 37 | Providing fixing in position flats upto 10 mm thickness including cutting, hoisting & welding. Complete job structural steel in single section |
| 38 | Provision for POL/ lubricationg oil for (cutter and various mechanical items |
| 39 | Engagment of labourers for scheduled working hours as and when needed |
| 40 | Hiring charges of tractor for emergency works durig floods, heavy rains as and when required including cost of fuel and allied charges as per LMR |
| 41 | Providing of heavy duty rope. |
| 42 | Carriage of Materials by MT |
| 43 | Cement for an average lead of 5Km |
| 44 | sand for an average lead of 5 Km |
| 45 | Stone Aggregate for an average lead of 5 Km |
| 46 | Soling Stone for an average lead 5 Km |
| 47 | Earth by MT for an average lead of 5 Km |
| 48 | EC Bags for an average lead of 5 Km |
| 49 | G.I Pipes 100 mm dia for an average lead of 5 Km |
| 50 | Steel for an average lead of 5 Km |
| 51 | Extra for every additional lead of 1 Km beyond 5 Km upto 10 Km by MT |
| 52 | Cement |
| 53 | Stone Aggregate 20 mm |
| 54 | Soling Stone |
| 55 | Earth |
| 56 | EC Bags |
| 57 | G.I Pipes 100 mm dia |
| 58 | Steel |
| 59 | Extra for every additional lead of 1 Km beyond 10 Km upto 20 Km by MT |
| 60 | Cement |
| 61 | Stone Aggregate 20mm |
| 62 | Soling Stone |
| 63 | Earth |
| 64 | EC Bags |
| 65 | G.I pipes 100mm dia |
| 66 | Steel |
| 67 | Carriage of materials for an average lead of 50mts by Head Load |
| 68 | Cement. |
| 69 | Stone Aggregate 20mm |
| 70 | Soling Stone |
| 71 | Earth |
| 72 | EC Bags |
| 73 | G.I Pipes 100 mm dia |
| 74 | Steel |
| 75 | Extra for every additional lead of 50 mts by Head load beyond 1st 50 mts |
| 76 | Cement |
| 77 | Stone Aggregate 20mm |
| 78 | Soling Stone |
| 79 | Earth |
| 80 | EC Bags |
| 81 | G.I pipes 100 mm dia |
| 82 | Steel Please Enable Macros to View BoQ information |
