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| 1 | 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 : |
| 2 | 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 :: |
| 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power rollerof minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: |
| 4 | Constructing muthu bunds, comprising boulders and wood bushes inalternate layers; including working in water situations. |
| 5 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: including deduction for not rolling and not for watering. |
| 6 | Extra for every additional lift of 1.5m or prt thereof in excavation/banking excavated or stacked material : All kinds soil |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Not for watering |
| 8 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 9 | 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) |
| 10 | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 11 | 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 level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 13 | Supply and fixing of 4 mm dia B.A wire woven crates with lid/ binding wire (4\\" x4\\" mesh) as per ISI specification including all carriage ( Mannual/ Mechinical) upto site of work complete job |
| 14 | Dumping stone excluding cost of stones. in Horizontal on level |
| 15 | Supply of stone boulder (nallah) nominal size 225mm (stack measurement reduced by 15%)including GST 18% + C.P |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Filling empty cement bags with sand / earth including cost of sewing and strings excluding the cost of bags earth/ cement. |
| 18 | Supply of EC bags |
| 19 | Laying of earth filled bags in position as per direction of engineer in charge excluding cost of ec bags , earth ,sewing and fillin charges etc LMR |
| 20 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) including all carriages complete job |
| 21 | centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of collumns etc for mass concrete. |
| 22 | slip clearance; in soils; mixed with moorum/Kankar/shingle/boulder; disposal lead upto 50m and lift upto 1.5 m |
| 23 | slip clearance in ordinary soils disposal lead upto 50m and lift upto 1.5m |
| 24 | weed clearence from canals (Including extraction of roots) |
| 25 | Opening out old wire crates those and re-binding after filling. |
| 26 | Silt clearance from canals, inclusive of initial lead and lift (50m & 1.5m respectively) (a) Dry |
| 27 | Silt clearance from canals, inclusive of initial lead and lift (50m & 1.5m respectively) (b) Wet |
| 28 | Removal of unhygienic materials ( so classified by the site engineer) from designated site and its disposal as per directions, all inclusive. |
| 29 | Dismantelling/Dismembering of existing winch machines from super structure, including winch rods, connecting rods, casing etc. and making good/ operational by removing dents from winch rods/ gate shutters and repaior to winch macheines by bleaning, greasing & petty repairs and reassembling the same after repairs including the alignment compolete job. |
| 30 | Repairs to existing winch machines, gate shutters etc by way of greasing & making gates opeational |
| 31 | construction of x-bund by Mechanical mean including all carriages upto site of work complete job as directed by Engineer in charge |
| 32 | Shingle clearance from canals. |
| 33 | Providing and fixing 20mm thick wooden planks ceiling (frame work for for base to be paid for separatly) with M.S. Screws (Budloo/Fir wood) |
| 34 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 mtrs lead as per direction of Engineer in charge 1:3:6 or richer mix (i/c equivalent design mix) |
| 35 | 12 mm Cement plaster of mix: 1:4 (I cement : 4 fine sand) |
| 36 | Structural steel work 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 welded. |
| 37 | Engagement of labour/Beldar, Mazdoor |
| 38 | Fitter/Blacksmith IInd Class/ Painter/ mason /carpenter |
| 39 | Hire charges of concrete Mixer 0.25 to 0.40 cum capicity with hopper |
| 40 | Hire charges of J.C.B. / Hyduralic Excavator including fuel, driver charges etc complete job |
| 41 | Hire charges of chain mounted earth moving equipment LNT etc including fuel, driver and crawling charges etc complete job |
| 42 | Hire charges of tipper including driver etc |
| 43 | Hire charges of Tractors including driver etc complete job |
| 44 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of truck and branches, removing the roots and stacking of servicabale material and disposal of unserviceable material.Beyond 30 cm girth upto and including 60cm girth |
| 45 | Beyound 60cm girth upto and including 120cm girth |
| 46 | Providing and laying of polythene of specified weight of 250 grm of approved brand and colour incl. all carriages complete job 200 gram of approved brand and color |
| 47 | Providing and laying PVC/HDPE pipe of approved brand and quality.250 mm |
| 48 | 200mm |
| 49 | 150mm |
| 50 | 100mm |
| 51 | Providing and laying non_Pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 Fine Sand) including testing of joints etc including all carriages upto site of work, complete job as per the directions of Engineer in charge. 300mm |
| 52 | 250mm |
| 53 | Providing and laying of class NP2 RCC pipes of 800mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints . |
| 54 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 55 | Budloo (FIR) Wooden panks |
| 56 | Carriage of Materials by Mechanical Transport including Loading, Unloading and Stacking complete job. |
| 57 | Cement for an Avg lead of 5.0 Kms by MT and 50 Mts by HL. |
| 58 | Sand for an avg lead of 05kms by MT and 50 Mts by HL. |
| 59 | Aggregate(40mm) for an Avg lead of 05 Kms by MT and 50 Mts by HL. |
| 60 | Aggregate(20mm) for an Avg lead of 05 Kms by MT and 50 Mts by HL. |
| 61 | RCC pipes of 800mm dia for an Avg lead of 5.0 Kms by MT & 50 m HL. |
| 62 | Stone/Boulders from local Nallah for an Avg lead of 2.0 Kms by MT and 50 Mts by HL. Please Enable Macros to View BoQ information |
