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| Sl. No. | Item Description |
| 1 | Construction of RCC elevated Platform for screen channel and Grit Chamber |
| 2 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m in all types of soils for footings |
| 3 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m 10% of the Total Qty |
| 4 | Filling with sand including watering, ramming, consolidating and dressing complete.Below CC bed Below CC bed |
| 5 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.CC Bed |
| 6 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Footings |
| 7 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Pedastal |
| 8 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Columns upto GLColumns Above GL |
| 9 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Plinth BeamBracing Tie Beam @ 4m heightRoof Beam |
| 10 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Roof Slab |
| 11 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concreteCC Bed FootingsPedastal |
| 12 | Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc.Columns upto GLColumns Above GL |
| 13 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.Roof BeamRoof Beam BottomRoof Beam Sides |
| 14 | Centring and shuttering including strutting, propping etc and removal of form work forc) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).Roof SlabRoof BottomRoof Sides |
| 15 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelFootingsPedastalColumns upto GLColumns Above GLPlinth BeamBracing Tie Beam @ 4m heightRoof BeamRoof Slab |
| 16 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.b) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksfor Lader |
| 17 | Construction of RCC channel for Grid Chamber Fine Screen & Medium Screen |
| 18 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)RCC Walls |
| 19 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.RCC Walls |
| 20 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelReiforcement in BaseReinforcement of RCC Walls |
| 21 | 25 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).Coarse ScreenWeight of SS Coarse Screen in - Kg/SqmMedium Screen Weight of SS Medium Screen in - Kg/SqmTotal Weight of Coarse & Medium Screen |
| 22 | Construction of RCC Grit Chamber |
| 23 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)RCC Walls |
| 24 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.RCC Walls |
| 25 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelReiforcement in BaseReinforcement of RCC Walls |
| 26 | Construction of RCC Primary Settling Tank |
| 27 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m % of the above Quantity. |
| 28 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m % of the above Quantity. |
| 29 | Filling with sand including watering, ramming, consolidating and dressing complete.Sand Bed below CC bedFor FootingsFor walls |
| 30 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.CC BedFor FootingsFor walls |
| 31 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).FootingsPedestal For Base slab |
| 32 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Columns upto GLColumns Above GL |
| 33 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)For RCC walls Circuferance length |
| 34 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Plinth BeamRoof Beam |
| 35 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). For inspection track along the wall |
| 36 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concreteCC BedFootingsPedestal |
| 37 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.Plinth Beam BottomPlinth Beam Sides |
| 38 | Centring and shuttering including strutting, propping etc and removal of form work forc) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). For inspection track along the wallRoof BottomRoof Sides |
| 39 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.For Base slab For RCC walls |
| 40 | Extra for shuttering in circular work. Add 20% of the rate of respective item of centring and shuttering. |
| 41 | 6 mm cement plaster 1 : 3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of RCC slabs and beams.inner side of the structure |
| 42 | Applying Two coats of Corroseal Epoxy Resin based Coatingin one base coat and One top coats over the thoroughly prepared interiorsurfaces as directed by departmental officers, with each coat not exceeding 60 microns in dry film thickness and total film thickness to 240 microns including cost and conveyance of all materials to site, all labour charges ,curing and all other incidental charges etc complete for finished item of workAs per plastering Qty (Q) |
| 43 | Providingand fixing of FRP Hand railings with Vertical Post of size 50 x 50x 5 mm speacing of at every 1000mm c/c with 1000mm height,andMiddle Tube 25mm x 30mm, Top rail of 65 x 45 mm. Resin Polymer +UV Grade with Hardware : SS304 (As Per design), Yellow color or other as per approved. Includingcost of all materials,fittings, machinery, labour, etc., finsished item of work as per direction of engineer incharge.on both sides of the inspection Walkway slab |
| 44 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelBase slabWallsSlab |
| 45 | Construction of RCC Bio Tower |
| 46 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m % of the above Quantity. |
| 47 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m % of the above Quantity. |
| 48 | Filling with sand including watering, ramming, consolidating and dressing complete.Sand Bed below CC bedFor FootingsFor walls |
| 49 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.CC BedFor FootingsFor walls |
| 50 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).FootingsPedestal For Base slab |
| 51 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Columns upto GLColumns Above GL |
| 52 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)For RCC walls side length |
| 53 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Grid Tie Beam Spacing @ 0.9m C/C at 1.2m heightRoof Beam |
| 54 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). For inspection track along the Roof beam |
| 55 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concreteCC BedFootingsPedestal |
| 56 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.Grid Tie Beam Spacing @ 0.9m C/C at 1.2m heightRoof Beam BottomRoof Beam Sides |
| 57 | Centring and shuttering including strutting, propping etc and removal of form work forc) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). For inspection track along the Roof beam Roof Bottom Roof Sides |
| 58 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.For Base slab For RCC walls |
| 59 | Extra for shuttering in circular work. Add 20% of the rate of respective item of centring and shuttering. |
| 60 | 6 mm cement plaster 1 : 3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of RCC slabs and beams.inner side of the structure |
| 61 | Applying Two coats of Corroseal Epoxy Resin based Coatingin one base coat and One top coats over the thoroughly prepared interiorsurfaces as directed by departmental officers, with each coat not exceeding 60 microns in dry film thickness and total film thickness to 240 microns including cost and conveyance of all materials to site, all labour charges ,curing and all other incidental charges etc complete for finished item of workAs per plastering Qty (Q) |
| 62 | Providingand fixing of FRP Hand railings with Vertical Post of size 50 x 50x 5 mm speacing of at every 1000mm c/c with 1000mm height,andMiddle Tube 25mm x 30mm, Top rail of 65 x 45 mm. Resin Polymer +UV Grade with Hardware : SS304 (As Per design), Yellow color or other as per approved. Includingcost of all materials,fittings, machinery, labour, etc., finsished item of work as per direction of engineer incharge.on both sides of the inspection Walkway slab |
| 63 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelBase slabWallsSlab |
| 64 | Construction of RCC Secondary Settling Tank |
| 65 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -% of the above Quantity. |
| 66 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -% of the above Quantity. |
| 67 | Filling with sand including watering, ramming, consolidating and dressing complete.-Filling with sand including watering, ramming, consolidating and dressing complete.-Sand Bed below CC bed-For Footings-For walls |
| 68 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.-CC Bed-For Footings-For walls |
| 69 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Footings-Pedestal -For Base slab |
| 70 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Columns upto GL-Columns Above GL |
| 71 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-For RCC walls -Circuferance length |
| 72 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Plinth Beam-Roof Beam |
| 73 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).- For inspection track along the wall |
| 74 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-CC Bed-Footings-Pedestal |
| 75 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.-Plinth Beam Bottom-Plinth Beam Sides |
| 76 | Centring and shuttering including strutting, propping etc and removal of form work forc) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).- For inspection track along the wall-Roof Bottom-Roof Sides |
| 77 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.-For Base slab -For RCC walls |
| 78 | Extra for shuttering in circular work. Add 20% of the rate of respective item of centring and shuttering. |
| 79 | 6 mm cement plaster 1 : 3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of RCC slabs and beams.-inner side of the structure |
| 80 | Applying Two coats of Corroseal Epoxy Resin based Coatingin one base coat and One top coats over the thoroughly prepared interiorsurfaces as directed by departmental officers, with each coat not exceeding 60 microns in dry film thickness and total film thickness to 240 microns including cost and conveyance of all materials to site, all labour charges ,curing and all other incidental charges etc complete for finished item of work-As per plastering Qty (Q) |
| 81 | Providingand fixing of FRP Hand railings with Vertical Post of size 50 x 50x 5 mm speacing of at every 1000mm c/c with 1000mm height,andMiddle Tube 25mm x 30mm, Top rail of 65 x 45 mm. Resin Polymer +UV Grade with Hardware : SS304 (As Per design), Yellow color or other as per approved. Includingcost of all materials,fittings, machinery, labour, etc., finsished item of work as per direction of engineer incharge.-on both sides of the inspection Walkway slab |
| 82 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-Base slab-Walls-Slab |
| 83 | Construction of RCC channel for Fecal sludge collection Chamber Fine Screen & Medium Screen |
| 84 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils |
| 85 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -10% of the Total Qty |
| 86 | Filling with sand including watering, ramming, consolidating and dressing complete.-Below CC bed for RCC drain |
| 87 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.-CC Bed for RCC Drain |
| 88 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Foundation Base Slab |
| 89 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-RCC Walls |
| 90 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-CC Bed for RCC Drain-Foundation Base Slab |
| 91 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.-RCC Walls |
| 92 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-Reiforcement in Base-Reinforcement of RCC Walls |
| 93 | 25 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).-Coarse Screen-Medium Screen |
| 94 | Construction of RCC Fecal Sludge collection Chamber |
| 95 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils |
| 96 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -10% of the Total Qty |
| 97 | Filling with sand including watering, ramming, consolidating and dressing complete.-Below CC bed for RCC Grit Chamber |
| 98 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.-CC Bed for RCC Grit Chamber |
| 99 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Foundation Base Slab |
| 100 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-RCC Walls |
| 101 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-CC Bed for RCC Grit Chamber-Foundation Base Slab |
| 102 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.-RCC Walls |
| 103 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-Reiforcement in Base-Reinforcement of RCC Walls |
| 104 | Construction of Chlorination Tank |
| 105 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -% of the above Quantity. |
| 106 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -% of the above Quantity. |
| 107 | Filling with sand including watering, ramming, consolidating and dressing complete.-Sand Bed below CC bed |
| 108 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.-CC Bed |
| 109 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-For Base slab |
| 110 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-For RCC walls |
| 111 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Top Slab-Deduct Manhole |
| 112 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-CC Bed-For Base slab -For RCC walls |
| 113 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.-For RCC walls |
| 114 | 6 mm cement plaster 1 : 3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of RCC slabs and beams.-Intternal Platering-External Plastering |
| 115 | Applying Two coats of Corroseal Epoxy Resin based Coatingin one base coat and One top coats over the thoroughly prepared interiorsurfaces as directed by departmental officers, with each coat not exceeding 60 microns in dry film thickness and total film thickness to 240 microns including cost and conveyance of all materials to site, all labour charges ,curing and all other incidental charges etc complete for finished item of work-As per plastering Qty (Q) |
| 116 | Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new workto give an even shade.-External Painting above GL |
| 117 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-For Base slab -For RCC walls -Top Slab |
| 118 | Construction of Office Room of Size 5.5m x3.0m |
| 119 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils |
| 120 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in Hard rocky soils |
| 121 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils |
| 122 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in Hard rocky soils |
| 123 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth-Columns Footings-for foundations of Basement-Flooring-Flooring of office room-Ramp portion |
| 124 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Column footing. |
| 125 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Pedastals |
| 126 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Plinth Beam |
| 127 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Columns up to 3.66 Mtsunsupported height above GL |
| 128 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Lintals |
| 129 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-RCC M20for Sun shades of 0.60M width, 75mm th. at fixed end and 50mm th. at free end |
| 130 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Roof Beams |
| 131 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Roof Slab - 125mm thick |
| 132 | Coursed rubble masonry (first sort) with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand).-Ist Step below G.L(foundations)-2nd Step above GL(basement) |
| 133 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).-Right round the building |
| 134 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4coarse sand) in foundation and plinth.-Partiton wall-Parapet wall |
| 135 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).-to ceiling and bottom and sides of beams |
| 136 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).-Internal long walls-Internal short walls-Partiton wall |
| 137 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.-External long walls-External short walls-Sun shades on both faces-both sides of the parapet wall |
| 138 | Colour washing such as green, blue or buff on new work (two or more coats) including abase coat of white washing with lime to give an even shade.-Qtyas ceilingplastering-Qty as per Internal Plastering |
| 139 | Colour washing such as green, blue or buff on new work (two or more coats) including abase coat or white washing with whiting to give an even shade.-Qtyas externalplastering |
| 140 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone shingle 20mm nominal size) finished with a floating coat of neat cement.b) 50 mm thick-office room |
| 141 | Entry / Exit Door Shutters :- Providing and fixing 37 mm thick factory made PVC Doorshutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be einforced with PVC profile reinforcement in full length. Printed and laminated PVC lockrail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be weldedhorizontally with the vertical styles after inserting PVC profile reinforcement as in stylesand rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed &laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both sidethreaded and tightened with check nuts and washers complete, all as permanufacturer\"s specification and direction of engineer-in-charge.-Doors |
| 142 | Window / Ventilator Shutters:- Providing and fixing factory made uPVC white colour casement/ casement cum fixed glazed windows comprising of uPVC multi chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges,zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners,mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)-Windows |
| 143 | Providing precast cement concrete jali M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire including,roughening, cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand) etc complete upto floor two level excluding plastering of the jams, sills and soffits.a) 50 mm thick- |
| 144 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-Column footing.-Pedastals-Plinth Beam |
| 145 | Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc.-Columns up to GL-Columns aboveGL up to plinth beam top level-Columns aboveplinth beam top level to slab top level-Columns Aboveslab level |
| 146 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.-over windows-Roof Beams |
| 147 | Centring and shuttering including strutting, propping etc and removal of form work forc) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).-Roof Slab - 125mm thick |
| 148 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 149 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-Basement |
| 150 | Sanitory charges |
| 151 | Electrification charges |
| 152 | Construction of Electrical Panel Room of Size 3.0m x3.0m |
| 153 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils |
| 154 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in Hard rocky soils |
| 155 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils |
| 156 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in Hard rocky soils |
| 157 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth-Columns Footings-Flooring |
| 158 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Column footing. |
| 159 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Pedastals |
| 160 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Plinth Beam |
| 161 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Columns up to 3.66 Mtsunsupported height above GL |
| 162 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Lintals |
| 163 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-RCC M20for Sun shades of 0.60M width, 75mm th. at fixed end and 50mm th. at free end |
| 164 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Roof Beams |
| 165 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Roof Slab - 125mm thick |
| 166 | Coursed rubble masonry (first sort) with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand).-Ist Step below G.L(foundations)-2nd Step above GL(basement) |
| 167 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).-Right round the building-for internal duct to Run the cable from Panel Board to generatorsets |
| 168 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4coarse sand) in foundation and plinth.-Parapet wall |
| 169 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).-to ceiling and bottom and sides of beams |
| 170 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).-Internal long walls-Internal short walls-for Ducttop of bricks and Flooring of Duct (2x0.23)+(0.54)=1m-for Ductwalls |
| 171 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.-External long walls-External short walls-Sun shades on both faces-both sides of the parapet wall |
| 172 | Colour washing such as green, blue or buff on new work (two or more coats) including abase coat of white washing with lime to give an even shade.-Qtyas ceilingplastering-Qty as per Internal Plastering |
| 173 | Colour washing such as green, blue or buff on new work (two or more coats) including abase coat or white washing with whiting to give an even shade.-Qtyas externalplastering |
| 174 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone shingle 20mm nominal size) finished with a floating coat of neat cement.b) 50 mm thick-Generator room-Ramp portion-Deduct Duct portion |
| 175 | Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of the top cover and spring. .-Doors |
| 176 | Window / Ventilator Shutters:- Providing and fixing factory made uPVC white colour casement/ casement cum fixed glazed windows comprising of uPVC multi chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges,zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners,mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)-Windows |
| 177 | Providing precast cement concrete jali M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire including,roughening, cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand) etc complete upto floor two level excluding plastering of the jams, sills and soffits.a) 50 mm thick- |
| 178 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-Column footing.-Pedastals-Plinth Beam |
| 179 | Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc.-Columns up to GL-Columns aboveGL up to plinth beam top level-Columns aboveplinth beam top level to slab top level-Columns Aboveslab level |
| 180 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.-over windows-Roof Beams |
| 181 | Centring and shuttering including strutting, propping etc and removal of form work forc) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).-Roof Slab - 125mm thick |
| 182 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 183 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-Basement |
| 184 | Electrification charges |
| 185 | Providing and installation of Generator set |
| 186 | Supply, Transportation, erection andcommissioning (Excluding Foundation) of 3 Phase, 415, 50Hz, water cooled multi cylinder diesel generator set with alternator of - - - KVA/ - - - - - KW out put contineous rating directly coupled Engine and Alternator with guard and mounted on a common base plate of Robust construction and complete without control panel having IP-52 protection, Acoustic Enclosure as per CPCB norms , sound absorbing material,t to restrict sound level up to 75 dB up to 1 mtr distance and as per CPCB norms etc as per following specifications mentioned below. A. Alternator : Kirloskar / Stamford / Crompton Greaves / Leroy Somer make. The alternator of the output rating shall be 3 Phase, 415V, 50Hz, Ac , 0.8 P.F. lagging at 1500 RPM. The alternator is self excited, self regulated, and shall confirm to IS: 13364 of 1992 with regulation of +5% from no load to full load. degree of protections shall be IP21.B.DieselEngine:Kirloskar/Cummins/Mahindra& Mahindra Diesel Engine start, developing suitable -------------- BHP output at 1500 RPM withmechanical /electronic governing so as to enable the alternator to give- - - - -KVA continuous output at 0.8 P.F. lagging at NTP conditions. The diesel engine shall be capable of providing 10% O/L for 1 Hr for every11 Hrs of continuous runningat full load. The engine with 1st filling ofoiland Diesel etc. 01. Exhaust pipe of required size and length with insulation orclading. 02. Diesel tank suitable for 8 to 12 Hoursrunning capacity.03. ResidentialSilencer.04.SMFBatterieswithleadsaspertheManufacturer standards |
| 187 | C. AMF Control Panel:- AMF control panel shall be fabricated with 16SWGCRCA sheet shall be totally enclosed with dust and Vermin proof, floor mounted / wall mounted type and shall be comprising the following.01. Voltmeter with selector switch.02. 4 Pole MCCB incomer of ----------A rating of Schenieder / L&T make for EB and DG.03. Ammeter with selector switch with CTs.04. PF Meter and frequency Meter.05. Indicator lamps (set Run, Load ON) with fuses.06. KWH Meter of required rating.07. Set of control fuses and current transformer.08. Input Terminal board and output Terminal Board.09. Battery charger with transformer rectifier unit.10. Alternator supply air break contactor of L&T make.11. Main supply air break contactor of L&T make.12. Audio Visual announciation.13. Main supply voltage set of control relays and timers with one mode selector switch, set of push buttons.14.Control cable up to 15 Mtrs 2.5Sqmm 6 Core |
| 188 | 15 KVA, 3 Phase, 415, 50Hz, 19BHP, water cooled multi cylinder diesel generator set with alternator of 15 KVA out put continous rating at 0.8 p.f, Batteries . [63 KVA] |
| 189 | Supply of 185 Sqmm of 3.5core XLPE insulated, 1100V grade armoured alluminium cable with ISI mark as per specification confirming to IS:7098 (Part - I) Makes : Torrent / Unicab / Universal / Polycab / Havells / Gloster / KEI /Finolex / Payal / RR kable / Beljin /Ollvin / Finecab / RPG / V - Guard / Orbit/ Fortune Arrt / Gemscab / Bonton / SPM/ Unistar / Windsor/Avocab / Pawancab/ Nakoda / Suncab |
| 190 | Earth work excavation in all soils, laying of UG cables from 70 Sqmm to 400 Sqmm on sand cussion, covering the cable with bricks and back filling the trench duly providing route indicator embedded in CC including cost and conveyance of all material and all labour charges etc, complete. |
| 191 | Filling with sand including watering, ramming, consolidating and dressing complete.-BelowBed Concrete |
| 192 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.-for foundation of Generator bed |
| 193 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth-for Generator bed |
| 194 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-at 35Kg/ 1 Cum |
| 195 | ProvidingindependentearthingforImportantequipment with 40mm dia\"B\" class 2.5m long G.I pipe and 19mm dia \"B\"classG.Ipipeof0.3mtr.longconnectedwithreducer providingG.IfunnelwithmeshenclosedinC.C/brick massonrychamberof450mx450mx400mmwithR.C.C. Slab cover duly providing staggered holes filling with 20Kg Salt and 40Kg Charcoal or 40Kg bentonite powderfrom the bottom of the pipegiving earth connection from electrode throughG.Istripof40x6mmx200mmlengthwithall accessories and labour charges complete,as perIS specifications 732/1982 (Part II)-Earthing |
| 196 | Leveling of site by cutting and filling of earth |
| 197 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 198 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.Details of cost for 10 Cu.m |
| 199 | Supply, Delivery, Installation Testing of Pumps Sets at Bio Tower |
| 200 | SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMPSupply, delivery, installation, testing and commissioning of Submersible sewage, Non clog vertical type pump suitable for working on Air filled Dry type motor, three phase, 50 Hz +/-3%, 415V +/- 10%, AC supply, 1500 RPM synchronous speed with 3 core flat copper cable from pump to starter panel with cable end terminations (4) all supports, clamps, pipe fittings along with mechanical seal, bearing bush, strainer, arrangements for lifting for maintenance, guide pipes etc. complete set & following M.O.C: Casing CI, SS CF8M impeller, Bronze: wearing ring & Bearing bush, TC mechanical seal, CS/S.S. bearing, S.S shaft with sleeve, SS strainer & MS motor body,including compatible panel board consisting ofAuto Transformer Starter suitable for local & remote pump control application consisting of Auto Transformer (vacuum impregnated, air cooled having three (3) tappings at 50%, 65% and 80%), incomer MCCB / MPCB, overload relay and contactors as per Type II coordination including digital MFM with RS 485 communication port, analogue type ammeter with selector switch, run hour meter, required protective relays & control accessories.STANDARD ACCESSORIESSupply, Delivery and Installation of Standard accessories including Power cable of PVC+Cu length 5mtrs, Pedestal auto rail coupling of Cast Iron(CI),Single Rail GR pipe of SS304 length 10Mtr and along with GRP coupler, Lifting chain with bow shackles and control panel including auto transformer starter Including Suction pipe dilavery pipe up to manifold sutuable Valves ,NRV,Pressure Gauge,Manifold etc. |
| 201 | For Recirculation |
| 202 | Inlet to Bio tower |
| 203 | Supply and Delivery of HDPE tank including installation on gound |
| 204 | Providing Filter Media at Bio Tower with sprinkling system, piping arrangements including valves, Bends, Tees etc complete item of work |
| 205 | Construction of Wet well of 2m dia and 6.5m depth |
| 206 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils |
| 207 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -10% of the Total Qty-EWE from 3 to 6 metres by Mechanical means |
| 208 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -10% of the Total Qty-EWE from above 6 metres by Mechanical means |
| 209 | Filling with sand including watering, ramming, consolidating and dressing complete.-For WET WELL (π/4x4.15^2) |
| 210 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.-For WET WELL (π/4x4.15^2) |
| 211 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-Base Slab |
| 212 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-1st Step 0.4m Sidewalls of WET WELL (πx3.15) Below Ground |
| 213 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-Sidewalls from 5.5 to 4.5m Below GL |
| 214 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-2nd Step 0.3m Sidewalls of WET WELL (πx3.05) Below Ground |
| 215 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-Sidewalls from 3.5 to 2.5m Below GL |
| 216 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-3rd Step 0.2m Sidewalls of WET WELL (πx2.95) Below Ground |
| 217 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-Floor level Beams at +1.0m |
| 218 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-Floor Roof Slab 150 thick @1.0m Height ( Half of the Dia) |
| 219 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-PCC Below Base Slab-For WET WELL (π/4x4.15^2) |
| 220 | Extra for shuttering in circular work. -Add 20% of the rate of respective item of centring and shuttering. |
| 221 | 3rd Step 0.2m Sidewalls of WET WELL (πx2.95) Below Ground-1st Step 0.4m Sidewalls of WET WELL (πx3.15) Below Ground-2nd Step 0.3m Sidewalls of WET WELL (πx3.05) Below Ground-3rd Step 0.2m Sidewalls of WET WELL (πx2.95) Below Ground |
| 222 | Extra for shuttering in circular work. Add 20% of the rate of respective item of centring and shuttering. |
| 223 | Centring and shuttering including strutting, propping etc and removal of form work for c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).-Floor Roof Slab 150 thick @1.0m Height ( Half of the Dia)-For WET WELL (π/4x3.55^2)-For Slab Sides |
| 224 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.-Floor level Beams at +1.0m- B1 (300x450) |
| 225 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 226 | 6 mm cement plaster 1 : 3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of RCC slabs and beams.-Internal Plastering-External Plastering above GL |
| 227 | Extra for shuttering in circular work. Add 20% of the rate of respective item of centring and shuttering. |
| 228 | Applying Two coats of Corroseal Epoxy Resin based Coatingin one base coat and One top coats over the thoroughly prepared interiorsurfaces as directed by departmental officers, with each coat not exceeding 60 microns in dry film thickness and total film thickness to 240 microns including cost and conveyance of all materials to site, all labour charges ,curing and all other incidental charges etc complete for finished item of work-As per plastering Qty (Q) |
| 229 | Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new workto give an even shade.-External Painting above GL |
| 230 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.b) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works-for Lader |
| 231 | Construction of I&D Structures |
| 232 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)-Girth from 300 mm to 600 mm |
| 233 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)-Girth from 600 mm to 900 mm |
| 234 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)-Girth from 900 mm to 1800 mm |
| 235 | Demolishing brick work in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.-Dismantling of existing structure |
| 236 | Demolishing RCC work including stacking of steel bars and disposal of un-serviceable materials within 50 metres lead.-CC Walls, beds etc,. |
| 237 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils for footings |
| 238 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -10% of the Total Qty |
| 239 | Filling with sand including watering, ramming, consolidating and dressing complete.-Below CC bed for RCC drain |
| 240 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.-CC Bed below foundation |
| 241 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Foundation Base Slab-Weir |
| 242 | Reinforced cement concrete in walls (any thickness) including attached pillasters,buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)-RCC Walls |
| 243 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-CC Bed below foundation-Foundation Base Slab |
| 244 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.-Weir-RCC Walls |
| 245 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-Reiforcement in Base-Reinforcement of RCC Walls |
| 246 | 25 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).-Coarse Screen-Medium Screen |
| 247 | Construction of elevated RCC Bridge with RCC NP2 Pipe |
| 248 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -in all types of soils for footings |
| 249 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m -10% of the Total Qty |
| 250 | Filling with sand including watering, ramming, consolidating and dressing complete.-Below CC bed |
| 251 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.- |
| 252 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Footings |
| 253 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Pedastal |
| 254 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Columns upto GL-Columns Above GL |
| 255 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Roof Beam |
| 256 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).-Roof Slab |
| 257 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete-CC Bed -Footings-Pedastal |
| 258 | Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc.-Columns upto GL-Columns Above GL |
| 259 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.-Roof Beam-Roof Beam Bottom-Roof Beam Sides |
| 260 | Centring and shuttering including strutting, propping etc and removal of form work forc) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).-Roof Slab-Roof Bottom-Roof Sides |
| 261 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 262 | Providing and Layng light duty non-pressure NP2 Class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etc complete.-300mm dia RCC Pipe (NP2) |
| 263 | Providing and Layng light duty non-pressure NP2 Class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etc complete.-450mm dia RCC Pipe (NP2) |
| 264 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.-Manhole Chamber |
| 265 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.b) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works-MS Flat for Anchoring |
| 266 | Supplying, laying and lowering of DI K9 Pipe for Pumping Main |
| 267 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m |
| 268 | Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 269 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock,loading in tippers and disposal within all lifts and lead upto 1000 metres,trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.)Mechanised |
| 270 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m |
| 271 | Providing, laying,jointing and testingS&S Centrifugally CastDuctile Iron double chamber Class K-9pressure pipes conforming to IS 8329:2000 with restrained joints (bolt less), all complete.300 mm dia DI K9 pipe |
| 272 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523:Total weight of Cast (spun) ductile iron fittings - Up to 600mm dia |
| 273 | Internal & External electrification with Transformer |
| 274 | Fabrication and Supply of M.S. Poles for garden posts with \"B\" class 6 mtrs long 60.25mm outer dia with base plate and suitable pole cap including cost and conveyance of all material including fixing of luminaire and labour charges etc., complete. 6Mtrs \"B\" Class M.S. pipe of 60.25mm dia with base plate and suitable pole cap |
| 275 | Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required. |
| 276 | Supplying and drawing (following size) of FRLS PVC insulated copper conductor single core cable in existing surface / I recessed steel /PVC conduit as required. |
| 277 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioninq etc. as required. |
| 278 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 279 | Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.100 A TP&N |
| 280 | Providing and fixings 4 pole MCCB 100 amp. 16 KA in existing cubicle panel board including drilling holes in cubicle panel & making connection etc. as reqd. |
| 281 | Earthing with G.I. earth pipe 4.5m long 40mm dia i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (with charcoal or cokeL and salt) as read. |
| 282 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 283 | Supplying,installation,testing and commissioning of Astronomicaltime switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.1 output per phase and suitable for single phase supply |
| 284 | New generation energy saving andenvironmental friendly long life LED street light made up of pressure die castaluminum housing with high efficient LED as lighting source and PC cover having TOP Opening separate driver compartment with IP66 protection and impact resistance of IK07.70 W LED |
| 285 | Providing of 10mmsqm 2-core& 6mmsqm 2-core PVC/XLPE Cables,Indicating Lamp,Voltmeter range 0-500 volts,Ammeter range 0-200 volts,Current transformer coil range 0-200 amp,Hinges for panel door,Panel door locksSelector switch for ammeter & voltmeter etc |
| 286 | Erection of 25 KVA Transformer |
| 287 | Providing and installation of Porta Cabin for Security Room |
| 288 | Supplying and installation of MS Fabricated Portable Cabin With complete insulation, electrical & Plywood claddings etc, complete as per direction engineer incharge with followingTechnical Specifications: Portable Security Cabin ( both side finish ) Material- MS, ACP & particle Bord. Size – 6 Ft x 6 Ft Height– 7Ft Colour – White & Blue Aluminum Sliding Window -2 NosDoor – 1 NosElectrical Switch Socket Board – 1 NosTechnical Specification1) 18 mmcement Boardfor floor2) 1mm MS sheet for outer3) 9mm Particle Board for interior4) 50 x 50 mm MS pipe structure 5) 40 x 20 mm MS Pipe 6) 1mm PVC carpet on floor7) Internal electrical fitting |
| 289 | Providing 3.5m wide CC Road with 1m earthen shoulders on either side |
| 290 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers withdisposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes, in accordance with requirements of lines,grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)-EWE in ordinary soils- total Qty |
| 291 | Construction of Embankment with Material Deposited from RoadwayCutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)-for formation of road 90% total Qty |
| 292 | Embankment Construction with Material Obtained from Borrow Pits(Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)-for formation of road |
| 293 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)(Construction of granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- IMaterial-for the formation of new road |
| 294 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 295 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed,plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver,spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) |
| 296 | Construction of Subgrade and Earthen Shoulders (Construction ofsubgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 297 | Construction of Compound wall with Chain Link Fencing and MS Gate |
| 298 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m in all types of soils for footings |
| 299 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by arming and watering of all surplus soil as directed within a lead of 50m 10% of the Total Qty |
| 300 | Filling with sand including watering, ramming, consolidating and dressing complete.Below CC bed |
| 301 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.CC Bed |
| 302 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Footings |
| 303 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Pedastal |
| 304 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).Columns upto GLColumns Above GL |
| 305 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concreteCC Bed FootingsPedastal |
| 306 | Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc.Columns upto GLColumns Above GL |
| 307 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelFootingsPedastalColumns upto GLColumns Above GL |
| 308 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.b) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksfor MS Gate |
| 309 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.for foundations of MS fencing posts - Mainfor foundations of MS fencing posts - Inclined support at every 30m |
| 310 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.for foundations of MS fencing posts - Mainfor foundations of MS fencing posts - Inclined support at every 30m |
| 311 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).for foundations of MS fencing posts - Mainfor foundations of MS fencing posts - Inclined support at every 30m |
| 312 | 1.20 m high welded steel wire fencing with 1.80 m RCC posts of standard design placed at every 3 m apart embedded in cement concrete blocks 45 x 45 x 60 cm of mix 1 : 5 : 10(1 cement : 5 fine sand : 10 stone aggt. 40 mm nominal size), corner end and every 10th post to be strutted and embedded in cement concrete blocks of 70 x 45 x 50 cm of same mix provided with welded steel wire fabric 0.90 m wide, rectangular mesh 75 x 25 mm size weighing not less than 7.75 kg per Sq.m. fixed between the two posts fitted and fixed with GI staples on wooden plugs or tied to 6 mm bar nibs with binding wire including earth work in excavation, concrete work and cost of posts, struts etc complete.Area as per the Drawing- Longitudinal length x Height |
| 313 | Provision for River Crossing for Pumping main |
| 314 | Add Carriage Charges |
| 315 | Supply, Delivery, Installation, Testing of Pumps Sets at Wet well 14KW-2Nos (1 Working 1 Standby) |
| 316 | SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMPSupply, delivery, installation, testing and commissioning of Submersible sewage, Non clog vertical type pump suitable for working on Air filled Dry type motor, three phase, 50 Hz +/-3%, 415V +/- 10%, AC supply, 1500 RPM synchronous speed with 3 core flat copper cable from pump to starter panel with cable end terminations (4) all supports, clamps, pipe fittings along with mechanical seal, bearing bush, strainer, arrangements for lifting for maintenance, guide pipes etc. complete set & following M.O.C: Casing CI, SS CF8M impeller, Bronze: wearing ring & Bearing bush, TC mechanical seal, CS/S.S. bearing, S.S shaft with sleeve, SS strainer & MS motor body,including compatible panel board consisting ofAuto Transformer Starter suitable for local & remote pump control application consisting of Auto Transformer (vacuum impregnated, air cooled having three (3) tappings at 50%, 65% and 80%), incomer MCCB / MPCB, overload relay and contactors as per Type II coordination including digital MFM with RS 485 communication port, analogue type ammeter with selector switch, run hour meter, required protective relays & control accessories.STANDARD ACCESSORIESSupply, Delivery and Installation of Standard accessories including Power cable of PVC+Cu length 5mtrs, Pedestal auto rail coupling of Cast Iron(CI),Single Rail GR pipe of SS304 length 10Mtr and along with GRP coupler, Lifting chain with bow shackles and control panel including auto transformer starter Including Suction pipe dilavery pipe up to manifold sutuable Valves ,NRV,Pressure Gauge,Manifold etc. |
| 317 | 5 Years Operation and maintenance |
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