Tender For Used Water Management System For Nagar Panchayat, Pisawa, District-Aligarh.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
07 Sep 2026
13 days left
EMD
4.85 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
Aligarh → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Used Water Management System For Nagar Panchayat, Pisawa, District-Aligarh.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 300 KLD STP, coarse screen with grit chamber & construciton of Chlorine Tank capacity having 300-500 KLD including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I. |
| 2 | Construction of 400 KLD STP, 2 Nos. coarse screen with grit chamber & construciton of 02 Nos. Chlorine Tank capacity having 400-600 KLD including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I. |
| 3 | Construction of Drain (0.6m x 0.6m) |
| 4 | Excavation in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 5 | 0.00 - 1.50 M deep |
| 6 | Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 7 | 40 MM Thick 1:2:4 P.C.C. Bedding Floor with Cement , Coarse Sand and 20 mm Gauge Stone Ballast without base Concreate including supply of all materials, labour T&P etc. required for proper completion of work. |
| 8 | First class brick work for side wall in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 9 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 10 | Inner Side |
| 11 | RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 12 | Drain Cover |
| 13 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 14 | Steel reinforcement @1% Of RCC Qty |
| 15 | Construction of Leach Pit with Silt Chamber |
| 16 | Excavation in ordinary/kankar soil in trenches lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 17 | 0.00 - 1.50 M deep |
| 18 | Silt Chamber |
| 19 | Leah - Pit |
| 20 | 1.50 - 3.00 M |
| 21 | Leach Pit |
| 22 | 3.0 - 4.5 M |
| 23 | Leach Pit |
| 24 | Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 25 | Silt Chamber PCC Base |
| 26 | Leach Pit Base |
| 27 | RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 28 | Silt Chamber RCC Cover |
| 29 | Leach pit RCC Slab (including Removable cover) |
| 30 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 31 | Steel reinforcement @1.5% Of RCC Qty |
| 32 | First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 33 | Silt Chamber |
| 34 | Long Wall |
| 35 | Short wall |
| 36 | Leach pit |
| 37 | Lower Side |
| 38 | Tappered Portion |
| 39 | Top Brick work |
| 40 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 41 | Silt Chamner |
| 42 | Long Wall |
| 43 | Short Wall |
| 44 | Outer Wall |
| 45 | Top Long Wall |
| 46 | Top Short Wall |
| 47 | Leach Pit |
| 48 | Lower Side |
| 49 | Tapperad Portion |
| 50 | Top Brick Work |
| 51 | Honey Comb |
| 52 | Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 53 | 110 mm Dia |
| 54 | 75/80 mm Dia |
| 55 | Supply of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe & Specials complete. |
| 56 | 100/110 mm Dia |
| 57 | 75/80 mm Dia |
| 58 | Carting of following sizes of pipes & specials from store to site of works (within 8 Kms.), lowering & fixing them into trenches and laying true to alignment including jointing, testing and cutting of pipes. |
| 59 | 100/110 mm Dia |
| 60 | 75/80 mm Dia |
| 61 | 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) including supply of all labour, material, T&P etc. for proper completion of the work. |
| 62 | For Leach pit |
| 63 | Construction of Co-Treatment Plant 5 KLD including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I. |
| 64 | Anaerobic Baffaled Reactor |
| 65 | 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. |
| 66 | 0.00 - 1.50 M deep |
| 67 | Excavation of the ABR |
| 68 | Reciever |
| 69 | 1.50 - 3.00 M deep |
| 70 | Excavation of the ABR |
| 71 | Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 72 | Planted Drying Bed |
| 73 | PCC Bed |
| 74 | Reciever |
| 75 | PCC Bed |
| 76 | First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 77 | Brick work (ABR) |
| 78 | Long wall |
| 79 | Short wall |
| 80 | Brick work (Reciever) |
| 81 | Long wall |
| 82 | Short wall |
| 83 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 84 | Plastering (ABR) |
| 85 | Outer wall |
| 86 | Inner wall |
| 87 | Plastering (Reciever) |
| 88 | Outer wall |
| 89 | Inner wall |
| 90 | 15 mm cement plaster1:3 (1 Cement :3 Coarse sand) finished with a floating coat of neat cement including supply of all material, labour T & P etc. required for proper completion of work. |
| 91 | Plastering (ABR) |
| 92 | Inner Long wall |
| 93 | Inner Short wall |
| 94 | Plastering (Reciever) |
| 95 | Inner Long wall |
| 96 | Inner Short wall |
| 97 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs including supply of all material, labour T & P etc. required for proper completion of work. |
| 98 | RCC in (ABR) |
| 99 | RCC base |
| 100 | Perforated slab |
| 101 | Roof Slab |
| 102 | RCC in (Reciever) |
| 103 | RCC base |
| 104 | Roof Slab |
| 105 | Less manhole Cover |
| 106 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 107 | Total Reinforcement for perforated slab (1.5% of RCC) |
| 108 | Supply and stacking at site: 53 mm to 22.4 mm size stone aggregate including supply of all material, labour T & P etc. required for proper completion of work. |
| 109 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality including supply of all material, labour T & P etc. required for proper completion of work. |
| 110 | EHD - 35 Circular Shape 560 mm internal dia |
| 111 | Planted Drying Bed |
| 112 | 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. |
| 113 | 0.00 - 1.50 M deep |
| 114 | Screen Chamber |
| 115 | Reciever |
| 116 | 1.50 - 3.00 M deep |
| 117 | Reciver |
| 118 | Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 119 | Planted Drying Bed |
| 120 | PCC Bed |
| 121 | Screen Chamber |
| 122 | PCC Bed |
| 123 | Reciever |
| 124 | PCC Bed |
| 125 | R.C.C. With cement , Coarse Sand and 20 mm Stone grit 1:1.5:3 in For Slabs including supply of all material, labour T & P etc. required for proper completion of work. |
| 126 | For PDB |
| 127 | For Screening Chamber |
| 128 | For Reciever |
| 129 | Material : Extra for using 20 mm size stone Aggregate instead of 40 mm Size Stone Aggregate |
| 130 | Stone grit 20 mm Gauge |
| 131 | Mild Steel or Iron in Plain Work |
| 132 | Steel Reinforcement |
| 133 | 1% of Total RCC |
| 134 | First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 135 | Brick work (PDB) |
| 136 | Long wall |
| 137 | Short wall |
| 138 | Brick work (Screen Chamber) |
| 139 | Brick work (Reciver) |
| 140 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 141 | Plastering (PDB) |
| 142 | Short wall |
| 143 | Long wall |
| 144 | Plastering (Screen Chamber) |
| 145 | Short wall |
| 146 | Long wall |
| 147 | Plastering (Reciver) |
| 148 | Short wall |
| 149 | Long wall |
| 150 | 15 mm cement plaster 1:3 (1 Cement :3 Coarse sand) finished with a floating coat of neat cement including supply of all material, labour T & P etc. required for proper completion of work. |
| 151 | Plastering(PDB) |
| 152 | Short wall |
| 153 | Long wall |
| 154 | Plastering(Screen Chamber) |
| 155 | Short wall |
| 156 | Long wall |
| 157 | Plastering(Reciver) |
| 158 | Short wall |
| 159 | Long wall |
| 160 | Flooring all Chamber |
| 161 | Supply, 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. |
| 162 | Supply, 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. |
| 163 | Supply, 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. |
| 164 | Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 165 | 110 mm dia |
| 166 | Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials including all labour, materials, T&P etc. complete. |
| 167 | 100/110 mm Dia |
| 168 | Supply & fixing of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia including all labour, materials, T&P etc. complete. |
| 169 | 110 mm Dia |
| 170 | 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 including supply of all material, labour, T&P etc. complete. |
| 171 | Single tee without door 110x110x110 mm |
| 172 | Bend 87.5° 110 mm dia |
| 173 | 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) including supply of all material, labour, T&P etc. complete. |
| 174 | Trees/Plant |
| 175 | KOTA STONE FLOORING: Kota stone 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) including supply of all material, labour, T&P etc. complete. |
| 176 | 25 mm thick |
| 177 | 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.). |
| 178 | Screen bar @ 10 kg / sqm |
| 179 | Planted Gravel Filter |
| 180 | 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. |
| 181 | 0.00 - 1.50 M deep for the PGF |
| 182 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 8:4:1 |
| 183 | PCC Bed |
| 184 | Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 185 | For RCC Base |
| 186 | RCC Cover (R1) |
| 187 | RCC Cover (R2) |
| 188 | Less manhole Cover |
| 189 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 190 | 1% of Total RCC |
| 191 | First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 192 | Brick work (PGF) |
| 193 | Long wall |
| 194 | Short wall |
| 195 | Brick work (R1) |
| 196 | Long wall |
| 197 | Short wall |
| 198 | Brick work (R 2) |
| 199 | Long wall |
| 200 | Short wall |
| 201 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 202 | Plastering (PGF) |
| 203 | Outer wall |
| 204 | Plastering (R1) |
| 205 | Outer wall |
| 206 | inner wall |
| 207 | Plastering (R 2) |
| 208 | Outer wall |
| 209 | inner wall |
| 210 | 15 mm cement plaster1:3 (1 Cement :3 Coarse sand) finished with a floating coat of neat cement including supply of all material, labour T & P etc. required for proper completion of work. |
| 211 | Plastering (PGF) |
| 212 | Inner Long wall |
| 213 | Inner Short wall |
| 214 | Plastering (R1) |
| 215 | Inner Long wall |
| 216 | Inner Short wall |
| 217 | Plastering (Reciver 2) |
| 218 | Inner Long wall |
| 219 | Inner Short wall |
| 220 | Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 221 | 110 mm dia |
| 222 | Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials including all labour, materials, T&P etc. complete. |
| 223 | 100/110 mm Dia |
| 224 | Supply & fixing of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia including all labour, materials, T&P etc. complete. |
| 225 | 110 mm Dia |
| 226 | 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 including all labour, materials, T&P etc. complete. |
| 227 | Single tee without door 110x110x110 mm |
| 228 | Bend 87.5° 110 mm diameter |
| 229 | Supply and stacking at site: 53 mm to 22.4 mm size stone aggregate including all labour, materials, T&P etc. complete. |
| 230 | Average Width (0.5+0.7)/2 = 0.60m |
| 231 | Average Width (0.3+0.5)/2 = 0.40m |
| 232 | Supply, 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. |
| 233 | Supply, 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. |
| 234 | Supply, 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. |
| 235 | Sludge Storage House |
| 236 | 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. |
| 237 | 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. |
| 238 | Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 239 | 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). |
| 240 | Long Wall (L= 3.0 m ) |
| 241 | ShortWall (L= 1.8 m ) |
| 242 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 243 | Long Side (2*[email protected]) |
| 244 | Short Side (2*[email protected]) |
| 245 | 65 MM dia MS Pipe Unit weight (Mediun B- class) = 6.61 Kg/ mtr |
| 246 | Purlin 40 MM dia MS Pipe Unit weight (Mediun B- class) =3.61 Kg/mtr |
| 247 | For Principal Rafter 50 MM dia MS Pipe Unit weight (Mediun B- class ) =5.10 Kg/mtr |
| 248 | add @ 5% For nut , bolt etc. |
| 249 | Supply & Fixing Galvanised Corrugated iron roofing 0.63 mm thick including supply of all material, labour, T&P etc. complete. |
| 250 | Roofing Sheet |
| 251 | 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 dia Pipes including supply of all material, labour, T&P etc. complete. |
| 252 | 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 including supply of all material, labour, T&P etc. complete. |
| 253 | Collection Tank |
| 254 | 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. |
| 255 | 0.00 - 1.50 M deep |
| 256 | 1.50 - 3.00 M deep |
| 257 | 3.00 - 4.50 M deep |
| 258 | Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 259 | RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 260 | For Collection Tank |
| 261 | For Base Slab |
| 262 | For Roof Slab |
| 263 | Less manhole Cover |
| 264 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 265 | 1% of Total RCC |
| 266 | Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 267 | 110 mm dia |
| 268 | Carting of following sizes of pipes & specials from store to site of works (within 8 Kms.), lowering & fixing them into trenches and laying true to alignment including jointing, testing and cutting of pipes. |
| 269 | 100/110 mm Dia |
| 270 | Supply & fixing of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia including all labour, materials, T&P etc. complete. |
| 271 | 110 mm Dia |
| 272 | 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 including all labour, materials, T&P etc. complete. |
| 273 | Single tee without door 110x110x110 mm |
| 274 | Bend 87.5° 110 mm dia |
| 275 | POLISHING POND |
| 276 | 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. |
| 277 | All kinds of soil |
| 278 | Extra for levelling & neatly dressing of disposal soil completely as directed by Engineer-in-charge |
| 279 | Supply, Laying, Jointing 300mm Dia. RCC NP2 Hume Pipe including supply of all material, labour, T&P etc. complete. 0.0-1.5 M |
| 280 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement coarse sand mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: |
| 281 | 1:6 (1cement : 6 coarse sand) |
| 282 | Gaurd Room |
| 283 | 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. |
| 284 | 0.00 - 1.50 M deep |
| 285 | 230 mm wall (L= (2.33+3.23)X2=11.12 M |
| 286 | Filling, dressing and ramming available excavated earth/Total qty of Excavated earth etc. including labour, T&P etc. complete. |
| 287 | Less PCC |
| 288 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Kms. From the site of work and including watering, dressing etc. Rate to include the cost of all materials, labours T&P etc. required for proper completion of work. |
| 289 | Guard Room |
| 290 | Cement concrete PCC with 20mm gauge approved stone grit, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 291 | 230 mm wall foundation base |
| 292 | 25 mm thick damp proof course with cement,approved coarse sand & Stone grit in 1:1½:3 cement and coarse sand mortar including 5% water proofing material or as specified. |
| 293 | R.C.C. work with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows including supply of all material, labour, T&P etc. complete. |
| 294 | Lintel Band for door and Window |
| 295 | R.C.C. with cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs including supply of all material, labour T & P etc. required for proper completion of work. |
| 296 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 297 | First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 298 | In 230 mm thick wall |
| 299 | 1st footing |
| 300 | 2nd footing |
| 301 | 3rd footing |
| 302 | 4th footing |
| 303 | 5th up to plinth beam |
| 304 | 1st Class brick work in 1:4 with Cement & Coarse Sand (1.25 FM) mortar in super structure in one brick thick wall including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 305 | 230 mm wall |
| 306 | Deduction for door & Window |
| 307 | 12 mm thick plaster with cement and coarse sand mortar 1:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 308 | Internal plaster: Cement Plaster - 1: 4 |
| 309 | Guard Room |
| 310 | Deduction |
| 311 | Door- D1 |
| 312 | Window- W |
| 313 | 15mm thick plaster on rough side of single or half brick wall including supply of all material, labour T & P etc. required for proper completion of work. |
| 314 | 1:6 (1 Cement :6 coarse Sand) |
| 315 | Extra on all item of plaster if done on ceiling. |
| 316 | Pump Room |
| 317 | Supply & fix 35 mm thick Teak wood fully panelled in doors shutters etc. including supply of all material, labour, T&P etc. complete. |
| 318 | Door -D |
| 319 | Painting or varnishing on new iron work in small areas or new wood work with one coat priming & one coat paint or varnish including supply of all material, labour, T&P etc. complete. |
| 320 | D1 (Front & back) |
| 321 | W (For Both Side) |
| 322 | white washing one coat including supply of all material, labour, T&P etc. complete. |
| 323 | Outer side |
| 324 | Ceilling |
| 325 | One priming & one oil distemper coat on new work including supply of all material, labour, T&P etc. complete. |
| 326 | Inner plaster |
| 327 | 25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20mm gauge approved stone grit, laid in panels, finished with 3mm thick floating coat of neat cement over 7.5cm thick base concrete consisting of cement and fine sand and first class brick ballast 40mm gauge in proportion of 1:6:12 and removing any over lapping mortar in the joints of the panels if any and giving team an uniform finish including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 328 | for every coat after first coat. |
| 329 | Door- D1 |
| 330 | Window |
| 331 | 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 including supply of all material, labour, T&P etc. complete. |
| 332 | 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) including supply of all material, labour, T&P etc. complete. |
| 333 | 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) including supply of all material, labour, T&P etc. complete. |
| 334 | Windows (1.2m*1.2m = 1.44 sqm @ 20kg/m^2 |
| 335 | 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 including supply of all material, labour, T&P etc. complete. |
| 336 | 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 |
| 337 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with including supply of all material, labour, T&P etc. complete. |
| 338 | 4mm thick glass panes (1.2m*1.2m = 1.44 sqm) |
| 339 | Boundary Wall with Gate |
| 340 | 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. |
| 341 | 0.00 - 1.50 M deep |
| 342 | Boundary Wall |
| 343 | Footing Gate Column |
| 344 | Filling, dressing and raamming earth or sand or bajri or ballast or kankar or single etc. including labour, T&P etc. complete. |
| 345 | @ 30 % of total Earth work |
| 346 | Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work. |
| 347 | Boundary Wall |
| 348 | Footing Gate Column |
| 349 | Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 4:2:1 including supply of all materials, labour T&P etc. required for proper completion of work. |
| 350 | Copping PCC on Top |
| 351 | Copping Boundary Wall (Side /Back ) on Top |
| 352 | RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 353 | Foundation Base - F1 |
| 354 | Pedestal - C1 |
| 355 | Column Up to GL - C1 |
| 356 | Material : Extra for using 20 mm size stone Aggregate instead of 40 mm Size Stone Aggregate |
| 357 | Stone Ballast 20 mm Gauge |
| 358 | R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs including supply of all material, labour T & P etc. required for proper completion of work. |
| 359 | Column GL to Top - C1 |
| 360 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 361 | Steel Reinforced |
| 362 | First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 363 | Boundary Wall |
| 364 | In Ist Footing |
| 365 | In IInd Footing |
| 366 | In IIIrd Footing |
| 367 | Above Footing Brick work in col. |
| 368 | 1st Class brick work in 1:4 with Cement & Coarse Sand sand (1.25 FM) mortar in super structure in one brick thick wall including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 369 | Boundary Wall (Front) |
| 370 | Above Footing Brick work in column |
| 371 | Above Footing Brick work in Wall |
| 372 | 25 mm thick damp proof course with cement,approved coarse sand & Stone grit in 1:1½:3 cement and coarse sand mortar including 5% water proofing material or as specified. |
| 373 | For Brick Pillar |
| 374 | For Brick Wall |
| 375 | 12 mm thick plaster with cement and coarse sand mortar 1:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 376 | For Brick Pillar |
| 377 | For Brick Wall |
| 378 | white washing one coat including supply of all material, labour, T&P etc. complete. |
| 379 | Wall, Pillar etc. |
| 380 | Copping |
| 381 | colour washing two coat using coloring materials of buff blue, brown shade including supply of all material, labour, T&P etc. complete. |
| 382 | Wall, Pillar etc. |
| 383 | Copping |
| 384 | Supply and fix of all materials, labour, T&P etc. required for making door shutters by M.S. sheet 18 gauge, M.S. angle 40x40x6mm size also including angle iron chaukhat with hold fast as instructed by Engineer Incharge including cement, concrete for fixing the same in the walls complete. |
| 385 | MS Gate (4.5m x 1.5m), Gate guide 4.50m & Lugs etc. |
| 386 | Fixing barbed wire fencing to posts including supply of all material, labour, T&P etc. complete. |
| 387 | Painting or varnishing on new iron work in small areas or new wood work with one coat priming & one coat paint or varnish including supply of all material, labour, T&P etc. complete. |
| 388 | Electrical Works including Design and Drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I. |
| 389 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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