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| 1 | Carriage ofcement,stone blocks, G.I ,C.I ,A.C ,Stainless steel,steel,C.G.I sheets and CC pipesbelow 100mm dia and other heavy material from Nerest source to road side of work by Mechanical Transport including loading unloading and stackingfor an av. Distance as below mentioned :- (a) 01KM |
| 2 | (b) 02KM |
| 3 | (c) 03KM |
| 4 | (d) 04KM |
| 5 | (e) 05KM |
| 6 | (f)Beyond 5km upto10 km perkm |
| 7 | (g)Beyond 10km upto20 km perkm |
| 8 | (h)Beyond 20km per additional km |
| 9 | Carriage of sand & 20mm bajree from source to road side of work by Mechanical Transport including loading unloading and stackingfor an av. Distance as below mentioned :- (a) 01KM |
| 10 | (b) 02KM |
| 11 | (c) 03KM |
| 12 | (d) 04KM |
| 13 | (e) 05KM |
| 14 | (f)Beyond 5km upto10 km perkm |
| 15 | (g)Beyond 10km upto20 km perkm |
| 16 | (h)Beyond 20km per additional km |
| 17 | Carriage of 40mm stone aggregate from source to road side of work by Mechanical Transport including loading unloading and stackingfor an av. Distance as below mentioned :- (a) 01KM |
| 18 | (b) 02KM |
| 19 | (c) 03KM |
| 20 | (d) 04KM |
| 21 | (e) 05KM |
| 22 | (f)Beyond 5km upto10 km perkm |
| 23 | (g)Beyond 10km upto20 km perkm |
| 24 | (h)Beyond 20km per additional km |
| 25 | Carriage ofsoling stone from nearest source to site of work by Mechanical Transport including loading unloading and stackingfor an av. Distance as below mentioned :- (a) 01KM |
| 26 | (b) 02KM |
| 27 | (c) 03KM |
| 28 | (d) 04KM |
| 29 | (e) 05KM |
| 30 | (f)Beyond 5km upto10 km perkm |
| 31 | (g)Beyond 10km upto20 km perkm |
| 32 | (h)Beyond 20km per additional km |
| 33 | Carriage ofB.A wire Crates from nearest source to site of work by Mechanical Transport including loading unloading and stackingfor an av. Distance as below mentioned :- (a) 01KM |
| 34 | (b) 02KM |
| 35 | (c) 03KM |
| 36 | (d) 04KM |
| 37 | (e) 05KM |
| 38 | (f)Beyond 5km upto10 km perkm |
| 39 | (g)Beyond 10km upto20 km perkm |
| 40 | (h)Beyond 20km per additional km |
| 41 | Carriage of cement from road side to site of work by Manual means including loading unloading and stackingfor an av. DistanceIst 50 metres |
| 42 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 43 | Carriage of sand & 20mm bajri from road side to site of work by Manual means including loading unloading and stackingfor an av. DistanceIst 50 metres . |
| 44 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 45 | Carriage of 40mm stone aggregate from road side to site of work by Manual means including loading unloading and stackingfor an av. DistanceIst 50 metres . |
| 46 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 47 | Carriage of stone from road side to site of work by Manual means including loading unloading and stackingfor an av. DistanceIst 50 metres . |
| 48 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 49 | Carriage of Stone blocks,G.I ,C.I,A.C ,stainless steel and C.C pipes below 100mm dia and other heavy materials/knitted crates by Manual means including loading unloading and stackingfor an av. DistanceIst 50 metres . |
| 50 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 51 | 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. |
| 52 | 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, cesspitsand 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: |
| 53 | Providing and laying in position cement concrete of specified gradeincluding curing but excluding 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) |
| 54 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 55 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand)(Nallah stone) |
| 56 | Labour Rate |
| 57 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone(Nallah stone) |
| 58 | Labour Rate |
| 59 | Cemcet plaster with a floating coat ofneat cement 12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand. |
| 60 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 61 | Constructing muthu bunds, comprising boulders and wood bushes inalternate layers; including working in water situations. |
| 62 | Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 63 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry |
| 64 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively )Wet |
| 65 | C.G.I. SHEETS ROOFING Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. 150mm nominal outer dia pipes. |
| 67 | Providing of B.A wire Crates |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 69 | Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal).In beds |
| 70 | 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) |
| 71 | 20mm cement plaster finished with a floating coat of neat cement of mix : 1 : 3 ( 1 cement : 3 fine sand) |
| 72 | supply of stone boulders |
