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| 1 | Carriage of cement,stone blocks,and other heavy material from Nerest source to road side of work by Mechanical Transport including loading unloading and stacking for 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 Crates from Nerest source to road side of work by Mechanical Transport including loading unloading and stacking for 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 | R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, G.I pipes, D.I. pipes, M.S. pipes, C.I. pipes and unreinforced cement pipe 100 mm Dia (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 | R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, G.I pipes, D.I. pipes, M.S. pipes, C.I. pipes and unreinforced cement pipe 150 mm Dia (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 of sand & 20mm bajree from source to road side of work by Mechanical Transport including loading unloading and stacking for 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 40mm stone aggregate from source to road side of work by Mechanical Transport including loading unloading and stacking for an av. Distance as below mentioned :- (a) 01KM |
| 42 | (b) 02KM |
| 43 | (c) 03KM |
| 44 | (d) 04KM |
| 45 | (e) 05KM |
| 46 | (f)Beyond 5km upto10 km perkm |
| 47 | (g)Beyond 10km upto20 km perkm |
| 48 | (h) Beyond 20km per additional km |
| 49 | Carriage of soling stone from nearest source to site of work by Mechanical Transport including loading unloading and stacking for an av. Distance as below mentioned :- (a) 01KM |
| 50 | (b) 02KM |
| 51 | (c) 03KM |
| 52 | (d) 04KM |
| 53 | (e) 05KM |
| 54 | (f)Beyond 5km upto10 km perkm |
| 55 | (g)Beyond 10km upto20 km perkm |
| 56 | (h) Beyond 20km per additional km |
| 57 | Carriage of Stone blocks,C.I,A.C ,stainless steel and C.C pipes and other heavy materials / knitted crates by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres . |
| 58 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 59 | Carriage of R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, G.I. pipes, D.I. pipes, M.S. pipes, C.I. pipes and unreinforced cement pipe by Manual means including loading unloading and stacking for an av. Distance 100 mm Dia Ist 50 metres |
| 60 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 61 | Carriage of R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, G.I. pipes, D.I. pipes, M.S. pipes, C.I. pipes and unreinforced cement pipe by Manual means including loading unloading and stacking for an av. Distance 150 mm Dia Ist 50 metres |
| 62 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 63 | Carriage of cement from road side to site of work by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres |
| 64 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 65 | Carriage of sand & 20mm bajri from road side to site of work by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres . |
| 66 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 67 | Carriage of 40mm stone aggregate from road side to site of work by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres . |
| 68 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 69 | Carriage of stone from road side to site of work by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres . |
| 70 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 71 | Earth work in excavation by manual means 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: . |
| 72 | 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: |
| 73 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, not consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 74 | Providing and laying in position cement concrete of specified grade including 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) |
| 75 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 76 | 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) |
| 77 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah stone) |
| 78 | Clearing snow (with frost) from roads manually using picks and shovels snow depth upto 150mm |
| 79 | Engagement of Fitter |
| 80 | Engagement of Labour |
| 81 | Dismantling C.I. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineerin- charge 15.45.2 Excluding excavation and refilling trenches after taking out the pipes. Upto150 mm dia |
| 82 | C.I. / DUCTILE IRON PIPES AND SPECIALS Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 83 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 100 mm dia pipes |
| 84 | 150 mm dia pipes |
| 85 | Providing B.A wire Crates 6x1.5x1.5m Lid cover |
| 86 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 87 | Supply of stone |
| 88 | Welding, including transportation of plant at site etc. complete By electric plant |
| 89 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : Above 40 mm nominal bore |
| 90 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 100 mm and 150 mm dia. G.I. pipes |
| 91 | Supplying pig lead at site of work. |
| 92 | Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead 100mm |
| 93 | 150mm |
| 94 | Providing flanged joints to double flanged C.I. / D.I pipes and specials including testing to joints. 80mm dia. pipe |
| 95 | 100 mm dia. pipe |
| 96 | 150 mm dia. pipe |
| 97 | Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 19.57.1 Upto 300 mm dia. |
| 98 | 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 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 99 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 100 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 101 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 102 | Cover L.D. Rectangular 455x610mm with fram |
| 103 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100 mm dia. Class I |
| 104 | 150 mm dia. Class I |
| 105 | AIR VALVE AND WATER METER (BULK TYPE) Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately). 80 mm dia. |
| 106 | 100 mm dia. Please Enable Macros to View BoQ information |
