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| 1 | Construction of FSTP with Planted Drying Bed |
| 2 | Drying Beds |
| 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 |
| 4 | 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 |
| 5 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 6 | 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. |
| 7 | 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:Drying Beds |
| 8 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).Drying Beds Short WallsDrying Beds Long Walls |
| 9 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)FOR INTERNAL Drying Beds Short Walls Drying Beds Long Walls |
| 10 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. FOR EXTERNAL (Above GL)Drying Beds Short WallsDrying Beds Long Walls |
| 11 | 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 external Plastering above GL |
| 12 | Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site )100mm dia Perforated Pipe |
| 13 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.Providing and Filling of Filter Media with Large gravel 40-50mm Drying BedsProviding and Filling of Filter MediaFilter Media with Medium gravel 16-20mm Drying BedsProviding and Filling of Filter MediaFilter Media with Small gravel 6-8mm Drying Beds |
| 14 | Providing and Filling of Filter Media with Sand 1-2mmDrying BedsPipes |
| 15 | Providing and Filling of Filter Media with Sand 1-2mmU-PVC pipes (working pressure 4 kg / sqcm) Single socketed pipe 110 mm dia. |
| 16 | Screen Chamber |
| 17 | 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 |
| 18 | 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 |
| 19 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.Screen Chamber |
| 20 | 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.Screen Chamber |
| 21 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).Screen Chamber |
| 22 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)FOR INTERNALScreen Chamber |
| 23 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. FOR EXTERNAL (Above GL)Screen Chamber |
| 24 | 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 external Plastering above GL |
| 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 Frame with SS Angle of 25x25x6mmhttps://www.timessteels.com/stainless-steel-angle.html SS Flat of Size 25x5mm @25mm c/c inclined with 60 degrees https://www.steelexpress.co.uk/non-ferrous/stainless-steel-bar.html |
| 26 | Settler 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 in all types of soils |
| 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 10% of the Total Qty |
| 29 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.Settler Tank Settler Inlet / outlet |
| 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. |
| 31 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).Drying Beds Short Walls Drying Beds Long Walls Settler Inlet / outlet - walls |
| 32 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)FOR INTERNAL |
| 33 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. FOR EXTERNAL (Above GL) |
| 34 | 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 SlabDeductions |
| 35 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 36 | 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. |
| 37 | NP2 class pipe 100 mm dia |
| 38 | Gravel Filter |
| 39 | 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 |
| 40 | 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 |
| 41 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 42 | 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. |
| 43 | 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: |
| 44 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand). Drying Beds Short Walls Drying Beds Long Walls Short wall Chamber |
| 45 | 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 (1 cement : 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). |
| 46 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 47 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 48 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)FOR INTERNAL |
| 49 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. FOR EXTERNAL (Above GL) |
| 50 | 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. |
| 51 | Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site ) |
| 52 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.Gravel FilterProviding and Filling of Filter MediaFilter Media with Medium gravel 16-20mm |
| 53 | NP2 class pipe 100 mm dia100mm dia Perforated Pipe |
| 54 | U-PVC pipes (working pressure 4 kg / sqcm) Single socketed pipe 110 mm dia. |
| 55 | precast manhole cover slab |
| 56 | U-PVC pipes (working pressure 4 kg / sqcm) Single socketed pipe 110 mm dia. |
| 57 | Polishing Pond |
| 58 | 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 |
| 59 | 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 |
| 60 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.Polishing Pond |
| 61 | 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.Polishing Pond |
| 62 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 63 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand). |
| 64 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)FOR INTERNAL |
| 65 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. FOR EXTERNAL (Above GL) |
| 66 | 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 external Plastering above GL |
| 67 | Treated water pump |
| 68 | Add Carriage and Loading and unloading charge |
| 69 | Detail Est.Site leveling |
| 70 | 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.STP site10% earthwork |
| 71 | 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.mSTP site10% Filling |
| 72 | 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 |
| 73 | 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 |
| 74 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.Below CC bed |
| 75 | 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 |
| 76 | 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 |
| 77 | 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 |
| 78 | 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 |
| 79 | 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 |
| 80 | 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 |
| 81 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelFootingsPedastalColumns upto GLColumns Above GL |
| 82 | 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 |
| 83 | 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 for foundations of MS fencing posts - Mainfor foundations of MS fencing posts - Inclined support at every 30m |
| 84 | 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 |
| 85 | 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 |
| 86 | 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 |
| 87 | Add Carriage and Loading and unloading charge |
| 88 | Boring dulling bore well of required din for casing/ strainer pipe, by suitable method prescribed in IS: 280 (part D), meluding collecting samples from diterent strata, preparing and submitting strata chart/ bore log, including hire & running charges of & all equipments, tools, plants machineries required for the job, all complete as per direction of Engineer in-charge, upto 90 metre depth below ground level. All types of soil. |
| 89 | Supplyong, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm , in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineering - in - charge |
| 90 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 91 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 92 | Gravel packing In tubewell construction In IS: 4097, including providing accordance with gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 93 | Supplying, assembling, lowering and fixing in vertical position 1n bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. a) 100mm nominal size dia having minimum wall thickness |
| 94 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistanee Welded) FE 410 plain slotted (having slot of size L6/3.2 mm) mld steel threaded and socketed/ plain bevel ended pipe (type ) of required dia, conforming to IS: 8110, of reputed and make, approved having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestie paint of approved brand and manufaetre, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in charge a)100 mm nominal size dia |
| 95 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement,all complete for borewell of. 100mm dia |
| 96 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement,all complete for borewell of. 100mm dia |
| 97 | Providing and fixing M.S.clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.100mm dia clamp |
| 98 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). a)100mm dia |
| 99 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching,refilling & testing of joints complete as per direction of Engineer in Charge.40mm dia |
| 100 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching,refilling & testing of joints complete as per direction of Engineer in Charge.20mm dia |
| 101 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 102 | Providing Soak Pit |
| 103 | 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 |
| 104 | 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 |
| 105 | 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.PCC Below Brick Work |
| 106 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand). Circuferance length |
| 107 | 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).Top Slab-100 mm Thick Deduction manhole cover |
| 108 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steelTop Slab |
| 109 | Filter Media with Brick Agreegate 50mm nonminal |
| 110 | Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable.H.D.-35 with 560mm dia clear opening. |
| 111 | TBSP-H.I-01:Supplying and fixing of SWR PVC pipes (as per ISI standards) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 13021319 & 1326) For 110mm dia Pipe & Bend |
| 112 | Add Carriage and Loading and unloading charge |
| 113 | Providing Soak Pit 9 KLD |
| 114 | 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. |
| 115 | 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. |
| 116 | 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.-PCC Below Brick Work |
| 117 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).-Circuferance length |
| 118 | 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).-Top Slab-100 mm Thick -Deduction manhole cover |
| 119 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-Top Slab |
| 120 | Filter Media with Brick Agreegate 50mm nonminal |
| 121 | Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable.-H.D.-35 with 560mm dia clear opening. |
| 122 | TBSP-H.I-01:Supplying and fixing of SWR PVC pipes (as per ISI standards) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 13021319 & 1326)-For 110 mm dia Pipe & Bend |
| 123 | Add Carriage and Loading and unloading charge |
| 124 | Providing Soak Pit 16 KLD |
| 125 | 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. |
| 126 | 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. |
| 127 | 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.-PCC Below Brick Work |
| 128 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).-Circuferance length |
| 129 | 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).-Top Slab-100 mm Thick -Deduction manhole cover |
| 130 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-Top Slab |
| 131 | Filter Media with Brick Agreegate 50mm nonminal |
| 132 | Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable.-H.D.-35 with 560mm dia clear opening. |
| 133 | TBSP-H.I-01:Supplying and fixing of SWR PVC pipes (as per ISI standards) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 13021319 & 1326)-For 110mm dia Pipe & Bend |
| 134 | Add Carriage and Loading and unloading charge |
| 135 | Providing Soak Pit 18 KLD |
| 136 | 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. |
| 137 | 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. |
| 138 | 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.-PCC Below Brick Work |
| 139 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).-Circuferance length |
| 140 | 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).-Top Slab-100 mm Thick -Deduction manhole cover |
| 141 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-Top Slab |
| 142 | Filter Media with Brick Agreegate 50mm nonminal |
| 143 | Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable.-H.D.-35 with 560mm dia clear opening. |
| 144 | TBSP-H.I-01:Supplying and fixing of SWR PVC pipes (as per ISI standards) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 13021319 & 1326)-For 110mm dia Pipe & Bend |
| 145 | Add Carriage and Loading and unloading charge |
| 146 | Providing Soak Pit 144 KLD |
| 147 | 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. |
| 148 | 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. |
| 149 | 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.-PCC Below Brick Work |
| 150 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).-Circuferance length |
| 151 | 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).-Top Slab-100 mm Thick -Deduction manhole cover |
| 152 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel-Top Slab |
| 153 | Filter Media with Brick Agreegate 50mm nonminal |
| 154 | Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable.-H.D.-35 with 560mm dia clear opening. |
| 155 | TBSP-H.I-01:Supplying and fixing of SWR PVC pipes (as per ISI standards) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 13021319 & 1326)-For 110mm dia Pipe & Bend |
| 156 | Add Carriage and Loading and unloading charge |
| 157 | Operation & Maintenance cost for 5 years |
