Tender For Used Water Management (Wps) For Nagar Palika Parishad Chirgaon Disst Jhansi Under Sbm (U) 2.0 Programme
Tender Value
2.43 Crore
Estimated cost
Bid Submission
05 Nov 2026
12 days left
EMD
4.87 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jhansi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Used Water Management (Wps) For Nagar Palika Parishad Chirgaon Disst Jhansi Under Sbm (U) 2.0 Programme
BOQ
| Sl. No. | Item Description |
| 1 | Coarse Screen Chamber With Grit Chamber Before WSP |
| 2 | Excavation 0.00 - 1.50 M deep in Ordiary Soil |
| 3 | For Base, Extra Trangular Part and Extra Rectangular Part |
| 4 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad andcement in proportion of 1:4:8 |
| 5 | Base and For Slop |
| 6 | R.C.C. With cement , Coarse Sand and 40 mm Stone Ballast 1:1.5:3 in RaftFoundations & Footing |
| 7 | RCC Base,Side Wall,Trangular Wall,Overflow Wall and Outlet Wall |
| 8 | Material : Extra for using 20 mm size stone Aggregate instead of 40 mm Size Stone Aggregate |
| 9 | Qty Same As RCC Stone Ballast 20 mm Gauge and Stone Ballast 40 mm Gauge |
| 10 | Mild Steel or Iron in Plain Work Steel reinforcement |
| 11 | @1.5% Of RCC Qty |
| 12 | 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.) |
| 13 | 10 mm Sq Bar and Angle 35 x35 x6 |
| 14 | ESTIMATE OF WASTE STABILIZATION POND -300 KLD |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 16 | Anaerobic Pond,Facultative Pond and Maturation Pond |
| 17 | Banking With Excavated Earth |
| 18 | Total Earthwork Qty |
| 19 | Laying, Jointing 300mm Dia. RCC NP2 Hume Pipe 0.0-1.5 M |
| 20 | Total Length = 60 m |
| 21 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 22 | Anaerobic Pond,Facultative Pond and Maturation Pond in Top Perifry,Bottom Perifry and on Slop |
| 23 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 24 | Anaerobic Pond,Facultative Pond and Maturation Pond including Long Wall and Short Wall |
| 25 | Estimate of Coarse Screen Chamber With Grit Chamber Before WSP |
| 26 | Excavation 0.00 - 1.50 M deep in Ordiary Soil |
| 27 | For Base, Extra Trangular Part and Extra Rectangular Part |
| 28 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad andcement in proportion of 1:4:8 |
| 29 | Base and For Slop |
| 30 | R.C.C. With cement , Coarse Sand and 40 mm Stone Ballast 1:1.5:3 in RaftFoundations & Footing |
| 31 | RCC Base,Side Wall,Trangular Wall,Overflow Wall and Outlet Wall |
| 32 | Material : Extra for using 20 mm size stone Aggregate instead of 40 mm Size Stone Aggregate |
| 33 | Qty Same As RCC Stone Ballast 20 mm Gauge and Stone Ballast 40 mm Gauge |
| 34 | Mild Steel or Iron in Plain Work |
| 35 | Steel reinforcement |
| 36 | @1.5% Of RCC Qty |
| 37 | 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.) |
| 38 | 10 mm Sq Bar and Angle 35 x35 x6 |
| 39 | ESTIMATE OF WASTE STABILIZATION POND -1000 KLD |
| 40 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 41 | Anaerobic Pond,Facultative Pond and Maturation Pond |
| 42 | Banking With Excavated Earth |
| 43 | Total Earthwork Qty |
| 44 | Laying, Jointing 300mm Dia. RCC NP2 Hume Pipe 0.0-1.5 M |
| 45 | Total Length 60 m |
| 46 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 47 | Anaerobic Pond,Facultative Pond and Maturation Pond including Top Perifry, Bottom Perifry and on Slop |
| 48 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 49 | Anaerobic Pond,Facultative Pond and Maturation Pond including Long Wall and Short Wall |
| 50 | Estimate of Leach Pit With Silt Chamber [10 KLD] 11 Nos |
| 51 | Excavation in Ordinary Soil Excavation 0.00 - 1.50 M deep in OrdiarySoil Silt Chamber and Leah - Pit |
| 52 | Excavation 1.50 - 3.00 M |
| 53 | Leach Pit |
| 54 | Excavation 3.0 - 4.5 M |
| 55 | Leach Pit |
| 56 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad andcement in proportion of 1:4:8 |
| 57 | Silt Chamber PCC Base and Leach Pit Base |
| 58 | R.C.C. With cement , Coarse Sand and40 mm Stone Ballast 1:1.5:3 in Raft Foundations & Footing |
| 59 | Silt Chamber RCC Cover and Leach pit RCC Slab (including Removable cover) |
| 60 | Mild Steel or Iron in Plain Work |
| 61 | Steel reinforcement |
| 62 | @1.5% Of RCC Qty |
| 63 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Foundation & Plinth. |
| 64 | Silt Chamber and Leach - Pit |
| 65 | 12 mm Thick Plaster With Cement & Local Sand Mortar (1:4) |
| 66 | Silt Chamner and Leach Pit |
| 67 | Excavation For Pipe Line 0-1.5 M Deep in Ordinary Soil (Loam, Clay, Sand) |
| 68 | 110 mm Dia and 75/80 mm Dia |
| 69 | Carting from Store ,Laying, Jointing,Fixing & testing 100 mm Dia P.V.C. Pipes & Specials |
| 70 | 100/110 mm Dia |
| 71 | Carting from Store ,Laying, Jointing, Fixing & testing 80 mm Dia P.V.C. Pipes& Specials |
| 72 | 75/80 mm Dia |
| 73 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). |
| 74 | Leach pit |
| 75 | U- PVC Pipes (Working Pressure 4Kg/cm2 ) Single Socketed pipe 110 mm dia |
| 76 | 75 mm Dia |
| 77 | 110 mm Dia |
| 78 | Drain (Cross Section 0.60 x 0.6 m) Length - 2170 M |
| 79 | Excavation in Ordinary Soil |
| 80 | Excavation 0.00 - 1.50 M deep in OrdiarySoil For Drain |
| 81 | Cement concrete with 20 mm gaugeapproved stone ballast, coarse sand and cement in proportion of 1:4:8 |
| 82 | 25mm thick 1:2:4 P.C.C. floor with cement, coarse sand and 20mm gauge stone ballast with base concrete (75mm thick) 1:4:8 cement, local sand & brick ballast 40mmgauge. |
| 83 | CC Bedding |
| 84 | 1st class brick-work in 1:4 cement and local sand mortar in foundation & plinth |
| 85 | Side Wall |
| 86 | 12mm thick plaster with cement mortar in proportion (1:4) cement & local sand overbrick-work |
| 87 | Inner Side and Top |
| 88 | R.C.C. work with cement, coarse sand and20 mm gauge approved stone ballast in proportion of 1:2:4 in slabs |
| 89 | Drain Cover |
| 90 | Mild steel or iron work in plain work |
| 91 | Steel Reinforcement @1% Of RCC Qty |
| 92 | Planted Drying Bed |
| 93 | Excavation in Ordinary Soil |
| 94 | Excavation 0.00 - 1.50 M deep inOrdiary Soil Excavation of the PDB,Screen Chamber and Excavation of the Reciver |
| 95 | Excavation 1.50 - 3.00 M |
| 96 | Excavation of the PDB and Excavation of the Reciver |
| 97 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 1:4:8 |
| 98 | Planted Drying Bed,Screen Chamber and Reciver |
| 99 | R.C.C. With cement , Coarse Sand and40 mm Stone Ballast 1:1.5:3 in Raft Foundations & Footing |
| 100 | For PDB,For Screening Chamber and For Reciver |
| 101 | Mild Steel or Iron in Plain Work |
| 102 | Steel Reinforcement |
| 103 | 1% of Total RCC |
| 104 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Foundation & Plinth. |
| 105 | Brick work (PDB), Brick work (Screen Chamber) and Brick work (Reciver) |
| 106 | 12 mm Thick Plaster With Cement & Local Sand Mortar (1:4) |
| 107 | Plastering (PDB), Plastering (Screen Chamber) and Plastering (Reciver) |
| 108 | 15 mm cement plaster1:3 (1 Cement :3 Coarse sand) finished with a floating coat of neat cement. |
| 109 | Plastering (PDB), Plastering (Screen Chamber) and Plastering (Reciver) |
| 110 | Supplying, 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 Engineer-in-charge. |
| 111 | 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. |
| 112 | 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 - in charge. |
| 113 | Excavation For Pipe Line 0-1.5 M Deep in Ordinary Soil (Loam, Clay, Sand) |
| 114 | 110 mm diameter |
| 115 | Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials |
| 116 | 100/110 mm Dia |
| 117 | U- PVC Pipes (Working Pressure 4Kg/cm2 ) Single Socketed pipe 110 mm dia |
| 118 | 110 mm Dia |
| 119 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised PVC pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 120 | Single tee without door 110x110x110mm |
| 121 | Bend 87.5° 110 mm diameter |
| 122 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) |
| 123 | Trees Plant |
| 124 | KOTA STONE FLOORING: Kotastone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 125 | 25 mm thick |
| 126 | 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.). |
| 127 | Screen bar 5.76 Sqm @ 10 kg / sqm |
| 128 | Collection Tank |
| 129 | Excavation in Ordinary Soil |
| 130 | Excavation 0.00 - 1.50 M deep in OrdiarySoil Excavation of the Collection Tank |
| 131 | Excavation 1.50 - 3.00 M |
| 132 | Excavation of the Collection Tank |
| 133 | Excavation 3.0 - 4.5 M |
| 134 | Excavation of the Collection Tank |
| 135 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad andcement in proportion of 1:4:8 |
| 136 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs |
| 137 | For Collection Tank, Base Slab,Roof Slab and Manhole Cover |
| 138 | Mild Steel or Iron in Plain Work |
| 139 | 1% of Total RCC |
| 140 | Excavation For Pipe Line 0-1.5 M Deep in Ordinary Soil (Loam, Clay, Sand) |
| 141 | 110 mm diameter |
| 142 | Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials |
| 143 | 100/110 mm Dia |
| 144 | U- PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia |
| 145 | 110 mm Dia |
| 146 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 147 | Single tee without door 110x110x110 mm |
| 148 | Bend 87.5° 110 mm diameter |
| 149 | Estimate of Anaerobic Baffaled Reactor |
| 150 | Excavation in Ordinary Soil |
| 151 | Excavation 0.00 - 1.50 M deep in OrdiarySoil Excavation of the ABR and Reciver |
| 152 | Excavation 1.50 - 3.00 M |
| 153 | Excavation of the ABR |
| 154 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 1:4:8 |
| 155 | Planted Drying Bed and Reciver |
| 156 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Foundation & Plinth. |
| 157 | Brick work (ABR) and Brick work (Reciver) |
| 158 | 12 mm Thick Plaster With Cement & Local Sand Mortar (1:4) |
| 159 | Plastering (ABR) and Plastering (Reciver) inner and outer Wall |
| 160 | 15 mm cement plaster1:3 (1 Cement :3Coarse sand) finished with a floating coat of neat cement. |
| 161 | Plastering (ABR) and Plastering (Reciver) inner and outer Wall |
| 162 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs |
| 163 | RCC in (ABR) and RCC in (Reciver) |
| 164 | Mild Steel or Iron in Plain Work |
| 165 | Total Reinforcement for perforated slab (1.5%of RCC) |
| 166 | Supplying and stacking at site: 53 mm to 22.4mm size stone aggregate |
| 167 | Providing and fixing in position pre-castR.C.C. manhole cover and frame of required shape and approved quality EHD - 35 |
| 168 | Circular Shape 560 mm internal dia |
| 169 | Planted Gravel Filter |
| 170 | Excavation in Ordinary Soil |
| 171 | Excavation in Ordinary Soil Excavation 0.00 - 1.50 M deep in Ordiary Soil |
| 172 | Excavation of the PGF Total |
| 173 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 1:4:8 |
| 174 | PCC Bed |
| 175 | R.C.C. With cement , Coarse Sand and20 mm Stone Ballast 1:1.5:3 in For Slabs |
| 176 | For RCC Base, RCC Cover (R1) and RCC Cover (R2) |
| 177 | Mild Steel or Iron in Plain Work |
| 178 | 1% of Total RCC |
| 179 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Foundation &Plinth. |
| 180 | Brick work (PGF), Brick work (R1) and Brick work (R 2) |
| 181 | 12 mm Thick Plaster With Cement & Local Sand Mortar (1:4) |
| 182 | Plastering (PGF),Plastering (R1) and Plastering (R 2) |
| 183 | 15 mm cement plaster1:3 (1 Cement :3 Coarse sand) finished with a floatingcoat of neat cement. |
| 184 | Plastering (PGF),Plastering (R1) and Plastering (R 2) |
| 185 | Excavation For Pipe Line 0-1.5 M Deep in Ordinary Soil (Loam, Clay, Sand) |
| 186 | 110 mm diameter |
| 187 | Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials |
| 188 | 100/110 mm Dia |
| 189 | U- PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia |
| 190 | 110 mm Dia |
| 191 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 192 | Single tee without door 110x110x110mm |
| 193 | Bend 87.5° 110 mm diameter |
| 194 | Supplying and stacking at site: 53 mm to 22.4 mm size stone aggregate |
| 195 | Average Width (0.5+0.7)/2 = 0.60m and Average Width (0.3+0.5)/2 = 0.40m |
| 196 | Supplying, 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 Engineer-in-charge. |
| 197 | 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. |
| 198 | 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 -in charge. |
| 199 | POLISHING POND |
| 200 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. |
| 201 | All kinds of soil |
| 202 | Extra for levelling & neatly dressing of disposal soil completely as directed by Engineer-in-charge |
| 203 | Laying, Jointing 300mm Dia. RCC NP2 Hume Pipe 0.0-1.5 M |
| 204 | Brick on edge flooring with bricks of class designation 7.5 on a bed of12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: |
| 205 | 1:6 (1cement : 6 coarse sand) |
| 206 | Sludge Storage House |
| 207 | Earth work in surface excavation not exceeding30 cm in depth but exceeding1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: |
| 208 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 209 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 1:4:8 |
| 210 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). |
| 211 | Long Wall and ShortWall |
| 212 | Mild Steel or iron Work of Small size & Section |
| 213 | Long Side, Short Side and 65 MM dia MS Pipe, Purlin and Principal Rafter |
| 214 | Supply & Fix Galvanised Corrugated iron roofing 0.63 mm thick |
| 215 | Roofing Sheet |
| 216 | 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. 25 mm nominal diaPipes |
| 217 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. |
| 218 | Gaurd Room |
| 219 | Excavation in Ordinary Soil |
| 220 | Excavation 0.00 - 1.50 M deep in OrdiarySoil 230 mm wall (L= (2.33+3.23)X2=11.12 M |
| 221 | Filling, dressing and raamming earth or sand or bajri or ballast or kankar or single etc. |
| 222 | Filling available excavated earth / Total qtyof Excavated earth |
| 223 | Sand filling in plinth Guard Room |
| 224 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad andcement in proportion of 1:4:8 |
| 225 | 230 mm wall foundation base |
| 226 | 25 mm thick damp proof course with cement concrete consisting of cement, coarse sand and 12 mm graded approvedstone grit 1:1.5:3 |
| 227 | R.C.C. work with cement, coarse sand and20 mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows |
| 228 | Lintel Band for door and Window |
| 229 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs |
| 230 | Mild Steel or Iron in Plain Work |
| 231 | @1% Of Qty of Rcc |
| 232 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Foundation & Plinth. |
| 233 | In 230 mm wall |
| 234 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Superstructure One Brick Thick |
| 235 | In 230 mm wall |
| 236 | 12 mm Thick Plaster With Cement & Local Sand Mortar (1:4) |
| 237 | Internal plaster: Cement Plaster - 1: 6 |
| 238 | 15mm thick plaster on rough side of single or half brick wall of Mix : |
| 239 | 1:6 (1 Cement :6 coarse Sand) |
| 240 | External plaster: Cement Plaster - 1: 6 |
| 241 | Out Side |
| 242 | Extra on all item of plaster if done on ceiling. |
| 243 | Pump Room |
| 244 | Supply & fix 35 mm thick Teak wood fully panelled in doors shutters |
| 245 | Door -D |
| 246 | Painting or varnishing on new iron work in small areas or new wood work with one coat priming & one coat paint or varnish. |
| 247 | DOOR and WINDOW |
| 248 | White washing one coat |
| 249 | Same as Outer side plaster and Ceilling plaster |
| 250 | one priming & one oil distemper coat on new work. |
| 251 | Same as Inner plaster |
| 252 | 25mm thick 1:2:4 P.C.C. floor with cement, coarse sand and 20mm gauge stone ballast with base concrete (75mm thick) 1:4:8 cement, local sand & brick ballast 40mm gauge. |
| 253 | Flooring |
| 254 | for every coat after first coat. |
| 255 | Door- D1 and Window |
| 256 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 257 | Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 Band K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 258 | 1.44 sqm @ 20kg/m^3 |
| 259 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 260 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). @ 3.00 kg/m |
| 261 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with : |
| 262 | 4.0 mm thick glass panes |
| 263 | Unit Estimate of Boundary Wall with Gate |
| 264 | Excavation in Ordinary Soil |
| 265 | Excavation 0.00 - 1.50 M deep in Ordiary Soil Boundary Wall and Footing Gate Column |
| 266 | Filling, dressing and raamming earth or sand or bajri or ballast or kankar or single etc. |
| 267 | @ 30 % of total Earth work |
| 268 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 1:4:8 |
| 269 | Boundary Wall and Footing Gate Column |
| 270 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand andcement in the proportion of 4:2:1 |
| 271 | Copping PCC on Top and Copping Boundary Wall(Side /Back ) on Top |
| 272 | R.C.C. With cement , Coarse Sand and40 mm Stone Ballast 1:1.5:3 in Raft Foundations & Footing |
| 273 | Foundation Base,Pedestal and Column UP to GL |
| 274 | R.C.C. With cement , Coarse Sand and20 mm Stone Ballast 1:1.5:3 in RCC Column |
| 275 | Column Gl to Top |
| 276 | Mild Steel or Iron in Plain Work Steel Reinforced |
| 277 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Foundation & Plinth. |
| 278 | Footing Brick work in col.In Ist, 2nd and 3rd Footing |
| 279 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Superstructure One Brick Thick |
| 280 | Boundary Wall (Front) |
| 281 | Above Footing Brick work in col. |
| 282 | 1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Superstructure Half Brick Thick |
| 283 | Above Footing Brick work in Wall |
| 284 | 25 mm thick damp proof course with cement concrete consisting of cement, coarse sand and 12 mm graded approvedstone grit 1:1.5:3 |
| 285 | For Brick Piller and Brick Wall |
| 286 | 12 mm Thick Plaster With Cement & Local Sand Mortar (1:4) |
| 287 | For Brick Piller and Brick Wall |
| 288 | white washing one coat |
| 289 | Same as plaster area and Copping |
| 290 | Colour washing two coat using coloring materials of buff blue, brown shade. |
| 291 | Same as plaster area and Copping |
| 292 | Mild steel or iron work in heavy sizes |
| 293 | Fixing barbed wire fencing to posts Barbed Wire |
| 294 | Painting or varnishing on new iron work in small areas or new wood work with one coat priming & one coat paint or varnish. |
| 295 | Estimate of Pump for Polishing Pond |
| 296 | Supply, installation and commissioning of 1 HP Monoblock Pump of Kirloskar, CRI or equivalent make for pumping of water.Including civil works, fabrication work for mounting the pump, necessary plumbing / wiring as per instructions of engineer in charge. |
| 297 | Chlorine Tank (300 KLD) |
| 298 | Excavation in Ordinary Soil Excavation 0.00 - 1.50 M deep in OrdiarySoil |
| 299 | Chlorine Tank and For Column |
| 300 | Cement concrete with 20 mm gaugeapproved stone ballast, coarse snad and cement in proportion of 1:4:8 |
| 301 | Planted Drying Bed |
| 302 | Tank PCC Bed,PCC Bed and For Column |
| 303 | R.C.C. With cement , Coarse Sand and 40 mm Stone Ballast 1:1.5:3 in RaftFoundations & Footing |
| 304 | Tank PCC Bed,PCC Bed and For Column |
| 305 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in RCC Column |
| 306 | RCC Wall,Horizontal Long Wall,Horizontal Short Wall,Vertical Long Wall,Vertical Short Wall,Bafal Wall and Column |
| 307 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs |
| 308 | RCC Slab For PVC Tank |
| 309 | Mild steel or iron work in plain work such asR.C.C. or R.B. work (when not included in over all rates), wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage. |
| 310 | 1.5% of Total RCC |
| 311 | Carting from store, laying, Jointing, fixing & testing 100 mm dia. (I.D.) P.V.C pipes & specials. |
| 312 | 100/110 mm Dia |
| 313 | U- PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe |
| 314 | 110 mm diameter |
| 315 | 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. |
| 316 | Chlorine Tank |
| 317 | Providing and fixing PTMT extension nipplefor water tank pipe, fittings of approved quality and colour. |
| 318 | 25mm nominal bore, weighing not less than62 gms |
| 319 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 320 | 25 mm nominal bore |
| 321 | 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. |
| 322 | 25 mm nominal dia Pipes |
| 323 | Chlorine Tank (1000 KLD) |
| 324 | Excavation in Ordinary Soil |
| 325 | Excavation 0.00 - 1.50 M deep in OrdiarySoil Chlorine Tank and For Column |
| 326 | Cement concrete with 20 mm gaugeapproved stone ballast, coarse snad and cement in proportion of 1:4:8 |
| 327 | Planted Drying Bed,Tank PCC Bed,PCC Bed and For Column |
| 328 | R.C.C. With cement , Coarse Sand and 40 mm Stone Ballast 1:1.5:3 in RaftFoundations & Footing |
| 329 | Tank PCC Bed,PCC Bed and For Column |
| 330 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in RCC Column |
| 331 | RCC Wall,Horizontal Long Wall,Horizontal Short Wall,Vertical Long Wall,Vertical Short Wall,Bafal Wall and Column |
| 332 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs |
| 333 | RCC Slab For PVC Tank |
| 334 | Mild steel or iron work in plain work such asR.C.C. or R.B. work (when not included in over all rates), wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage. |
| 335 | 1.5% of Total RCC |
| 336 | Carting from store, laying, Jointing, fixing & testing 100 mm dia. (I.D.) P.V.C pipes & specials. |
| 337 | 100/110 mm Dia |
| 338 | U- PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe |
| 339 | 110 mm diameter |
| 340 | 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. |
| 341 | Chlorine Tank |
| 342 | Providing and fixing PTMT extension nipplefor water tank pipe, fittings of approved quality and colour. |
| 343 | 25mm nominal bore, weighing not less than62 gms |
| 344 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 345 | 25 mm nominal bore |
| 346 | 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. |
| 347 | 25 mm nominal dia Pipes Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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