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| 1 | Earth work excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan lift upto 1.5mtrs including getting out excavated earth.a) All kind of Soil. |
| 2 | Earth work excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan lift upto 1.5mtrs including getting out excavated earth. b) Ordinary Rock. |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:a) All kind of soil |
| 4 | b) Ordinary Rock |
| 5 | Dismantling of manully / Mechanically including Stacking of serviceable material and disposal of of un serviebale materail within 50 meter lead as per direction of Engineer Incharge a) Bituminous Road |
| 6 | b) water Bound Macadam Road |
| 7 | Dismantling of tiles work in floor and roofs laid in cement mortar including stacking materail within 50 meter lead . a) for thickness of tile 10mm to 25mm |
| 8 | b) For thickness of tiles above 25 upto 40mm |
| 9 | Laying and Fitting of G.I. Pipe complete excluding cost of Pipes and earth work a) G.I. Pipe 15mmØ |
| 10 | b) G.I. Pipe 20mmØ |
| 11 | c) G.I. Pipe 25mmØ |
| 12 | d) G.I. Pipe 32mmØ |
| 13 | e) G.I. Pipe 40mmØ |
| 14 | f) G.I. Pipe 50mmØ |
| 15 | g) G.I. Pipe 65mmØ |
| 16 | i) G.I. Pipe 80mmØ |
| 17 | k) G.I. Pipe 100mmØ |
| 18 | Laying and Fitting of HDPE Pipe complete excluding cost of Pipes and earth worka) HDPE Pipe 25mmØ |
| 19 | b) HDPE Pipe 32mmØ |
| 20 | c) HDPE Pipe 40mmØ |
| 21 | d) HDPE Pipe 50mmØ |
| 22 | e) HDPE Pipe 63mmØ |
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) a) G.I. Pipe 15mmØ (L) |
| 24 | b) G.I. Pipe 20mmØ (L) |
| 25 | c) G.I. Pipe 25mmØ (L) |
| 26 | d) G.I. Pipe 32mmØ (L) |
| 27 | e) G.I. Pipe 40mmØ (L) |
| 28 | f) G.I. Pipe 50mmØ (L) |
| 29 | g) G.I. Pipe 65mmØ (L) |
| 30 | i) G.I. Pipe 80mmØ (L) |
| 31 | k) G.I. Pipe 100mmØ |
| 32 | Providing and fixing HDPE pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) a) HDPE Pipe 25mmØ |
| 33 | b) HDPE Pipe 32mmØ |
| 34 | c) HDPE Pipe 40mmØ |
| 35 | d) HDPE Pipe 50mmØ |
| 36 | e) HDPE Pipe 63mmØ |
| 37 | Demolishing of cement concrete manually/ by mechanical means including disposal of excavated material with in 50 mtrs lead as per directions of the in charge engineer.a) 1:3:6 or rich mix (I/C equivalent design mix) |
| 38 | b) 1:4:8 or linear Mix (I/C equivalent design mix) |
| 39 | Dismantling G.I. Pipe (External work) including excavation and refilling trenches after taking out the pipes manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of the Engineer in chargea) 15mm to 40mm nominal bore. |
| 40 | b) Above 40mm nominal bore. |
| 41 | Dry Random Rubble masonry with hard stones in foundation and plinth. a) Using Nallah Stone without bond Stone |
| 42 | Filling available excavated earth (excluding Rocks) in trenches plinth sides of foundations etc in layers not exceeding 20cms in depth consolidating each deposited layer by ramming and watering lead up to 50 mtrs and lift upto 1.5Mtrs. |
| 43 | Disposal of surplus excavated silt ( complete Job) upto 1 km by Mechnical Transprt |
| 44 | Supply of Fitter / Mazdor/ Mason etc a) Supply of Fitter ( Second Class) |
| 45 | b) Supply of Labour ( Mazdoor) |
| 46 | Locating / Tracing of blockages / leakages including excavating of pits |
| 47 | Making connections of G.I Distribution branches with G.I main of following size by providing / fixing TEE , including cuttting and treading the pipe etc. (complete) a) 25mm to 40mm nominal bore |
| 48 | a) 50mm to 80mm nominal bore |
| 49 | Clearing jungle including uprooting of rank vegetation , grass , brushwood, trees and sapling of grith upto 30cm measured at height of 1 M above ground level and removal of rubbish upto 01 distance of 50m outside the priphery the area cleared |
| 50 | Pumping out water causedby springs , todal or river seepage , broken water main or drain or the like |
| 51 | Silt clreance from ( GSR) Filtration Plant of intial lead and lift (50m and 1.50 m respectively . a) Dry |
| 52 | a) Wet |
| 53 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
| 54 | Slip clreance in soils , mixed with moorum / Kankar / Shingle / boulders , disposal lead 50m and 1.50 m |
| 55 | Providing & laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth .level in 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggr. 20mm nominal size . |
| 56 | Providing & laying in position cement concrete of specified grade including curing but excluding cost of centering and shuttering -- All work up to plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone agg. 40 mm nominal size) |
| 57 | Providing & laying in position cement concrete of specified grade including curing but excluding excluding the cost of centering and shuttering -- All work up to plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone agg. 20 mm nominal size) |
| 58 | Dumping stones in horizontal on level including cost of Stone |
| 59 | 12 mm cement plaster in 1:4 (1 cement : 4 coarse sand) |
| 60 | Centering and shuttering including strutting, propping etc and removal form for;a) Foundation, footings, bases of columns etc for mass concrete. |
| 61 | b) Walls (Any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 62 | Steel Reinforcement for RCC works incl. straightening, cutting, bending, placing in position & binding all complete cold twisted bars. |
| 63 | Dismantling of old plaster or skirting , raking out joints , and clearing the surface for plaster including disposal of ruubbish to the dumping ground within 50 meters lead. |
| 64 | Demolishing of RCC mannualy / mech. Means including stacking of steel bars and disposal unserviceable materal within 50m lead |
| 65 | Welding, including transportation of plant at site etc. complete. By gas plant |
| 66 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 67 | Horizontal squirrel cage High Speed Induction Motors . Complete rewinding of 40 HP induction motors |
| 68 | Repair to star detla starters of capacity 25HP / 30HP by way of replacement of damaged contact points no-load coil, contact point holders , replacement of T-Oil and testing on load. |
| 69 | New HV/LV Leg Coils .100KVA |
| 70 | Reconditioning HV/LV Leg Coils .100KVA |
| 71 | HV Bushing 100KVA |
| 72 | LV Bushing 100KVA |
| 73 | LV Bush Rod Assembly 100KVA |
| 74 | Gasket 100KVA |
| 75 | LT Terminal Plate . 100 KVA |
| 76 | Fresh Transformer Oil . 100 KVA |
| 77 | Sundry Item .100KVA |
| 78 | Labour charges for dismentaling and assembling of transformer .100KVA |
| 79 | Crane Charges for dismounting & loading of damamged transformer and mounting of repaired transformer |
| 80 | Labour engaged for regulation of water supply . |
| 81 | Providing flanged joints to double flanged C.I. , G.I pipes and including Rubber Gasket testing to joints. Complete Job a) 80mm Dia . |
| 82 | a) 100mm Dia |
| 83 | Carraige of material from source to site of work including loading , unloading , stacking complete by Av. 05 Km by MT . ( to be paid as per actual distance involved at site) a) Sand |
| 84 | b) Stone Agg. below 20mm |
| 85 | d) Cement |
| 86 | e) Steel/Pipe |
| 87 | HDPE Pipe |
| 88 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km a) Sand |
| 89 | b) Stone Agg. below 20mm |
| 90 | d) Cement |
| 91 | e) Steel/Pipe |
| 92 | HDPE Pipe |
| 93 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 20.00 Km a) Sand |
| 94 | b) Stone Agg. below 20mm |
| 95 | d) Cement |
| 96 | e) Steel/Pipe |
| 97 | HDPE Pipe |
| 98 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Additional lead above 20.00 KM a) Sand |
| 99 | b) Stone Agg. below 20mm |
| 100 | d) Cement |
| 101 | e) Steel/Pipe |
| 102 | HDPE Pipe |
| 103 | Carraige of materail from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand |
| 104 | b) Stone Agg. below 20mm |
| 105 | c) Stone Agg. above 40mm |
| 106 | d) stone |
| 107 | e) Cement |
| 108 | e) Steel |
| 109 | e)G.I pipe |
| 110 | HDPE Pipe |
| 111 | Carraige of materail by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand |
| 112 | b) Stone Agg. below 20mm |
| 113 | c) Stone Agg. above 40mm |
| 114 | d) stone |
| 115 | e) Cement |
| 116 | e) Steel |
| 117 | f) G.I Pipe |
| 118 | HDPE Pipe Please Enable Macros to View BoQ information |
