Tender For Used Water Management System For Nagar Panchayat, Kauriaganj, District-Aligarh.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
07 Sep 2026
13 days left
EMD
5.18 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, Kauriaganj, District-Aligarh.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of STP-1 No. (300 KLD) for proven Technology to deliver desired effluent parameters should be BOD<10mg/l, TSS< 10mg/l, N<10mg/l, Fecal Coliform<100 & COD<50mg/l as per site requirement, 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 STP- 2 Nos. (500 KLD each) for proven Technology to deliver desired effluent parameters should be BOD<10mg/l, TSS< 10mg/l, N<10mg/l, Fecal Coliform<100 & COD<50mg/l as per site requirement, 2 Nos. coarse screen with grit chamber & construciton of 02 Nos. Chlorine Tank capacity having 500-700 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 (1.0m x 0.75m) |
| 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 40mm 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 | R.C.C. With cement , Coarse Sand and 20 mm Stone grit 1:1.5:3 in Raft Foundations & Footing including supply of all materials, labour T&P etc. required for proper completion of work. |
| 8 | RCC Base |
| 9 | RCC Wall |
| 10 | 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. |
| 11 | 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 including supply of all materials, labour T&P etc. required for proper completion of work. |
| 12 | Steel reinforcement @1.5% Of RCC Qty |
| 13 | Construction of Leach Pit with Silt Chamber |
| 14 | 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 including supply of all materials, labour T&P etc. required for proper completion of work |
| 15 | 0.00 - 1.50 M deep |
| 16 | Silt Chamber |
| 17 | Leach Pit |
| 18 | 1.50 - 3.00 M deep |
| 19 | Leach Pit |
| 20 | 3.0 - 4.5 M deep |
| 21 | Leach Pit |
| 22 | 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. |
| 23 | Silt Chamber PCC Base |
| 24 | Leach Pit Base |
| 25 | 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. |
| 26 | Silt Chamber RCC Cover |
| 27 | Leach pit RCC Slab (including Removable cover) |
| 28 | 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, all materials, labour T&P etc. required for proper completion of work. |
| 29 | Steel reinforcement @2.0% Of RCC Qty |
| 30 | 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. |
| 31 | Silt Chamber Long Wall |
| 32 | Silt Chamber Short Wall |
| 33 | Leach Pit |
| 34 | 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. |
| 35 | Silt Chamber Long Wall |
| 36 | Silt Chamber Short Wall |
| 37 | Leach Pit |
| 38 | 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, ramming & removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 39 | Pipes cables etc. 80 mm dia. to 300 mm dia |
| 40 | Providing and fixing on wall face 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, (i)Single socketed pipes including supply of all materials, labour, T&P etc. complete. |
| 41 | 110 mm Dia |
| 42 | Co-Treatment Plant |
| 43 | Anaerobic Baffaled Reactor |
| 44 | 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. |
| 45 | 0.00 - 1.50 M deep |
| 46 | Reciever |
| 47 | 1.50 - 3.00 M deep |
| 48 | Cement concrete PCC with 40mm 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. |
| 49 | Planted Drying Bed |
| 50 | PCC Bed |
| 51 | Reciever |
| 52 | PCC Bed |
| 53 | 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. |
| 54 | Brick work (ABR) |
| 55 | Long wall |
| 56 | Short wall |
| 57 | Brick work (Reciever) |
| 58 | Long wall |
| 59 | Short wall |
| 60 | 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. |
| 61 | Plastering (ABR) |
| 62 | Outer wall |
| 63 | Inner wall |
| 64 | Plastering (Reciever) |
| 65 | Outer wall |
| 66 | Inner wall |
| 67 | 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. |
| 68 | Plastering (ABR) |
| 69 | Inner Long wall |
| 70 | Inner Short wall |
| 71 | Plastering (Reciever) |
| 72 | Inner Long wall |
| 73 | Inner Short wall |
| 74 | 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. |
| 75 | RCC in (ABR) |
| 76 | RCC base |
| 77 | Perforated slab |
| 78 | Roof Slab |
| 79 | RCC in (Reciever) |
| 80 | RCC base |
| 81 | Roof Slab |
| 82 | Less Manhole Cover |
| 83 | 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. |
| 84 | Total Reinforcement for perforated slab (1.5% of RCC) |
| 85 | 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. |
| 86 | 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. |
| 87 | EHD - 35 Circular Shape 560 mm internal dia |
| 88 | Planted Gravel Filter |
| 89 | 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. |
| 90 | 0.00 - 1.50 M deep for the PGF |
| 91 | Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 8:4:1 |
| 92 | PCC Bed |
| 93 | 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. |
| 94 | For RCC Base |
| 95 | RCC Cover (R1) |
| 96 | RCC Cover (R2) |
| 97 | Less Manhole Cover |
| 98 | 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. |
| 99 | 1% of Total RCC |
| 100 | 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. |
| 101 | Brick work (PGF) |
| 102 | Long wall |
| 103 | Short wall |
| 104 | Brick work (R1) |
| 105 | Long wall |
| 106 | Short wall |
| 107 | Brick work (R 2) |
| 108 | Long wall |
| 109 | Short wall |
| 110 | 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. |
| 111 | Plastering (PGF) |
| 112 | Outer wall |
| 113 | Plastering (R1) |
| 114 | Outer wall |
| 115 | inner wall |
| 116 | Plastering (R 2) |
| 117 | Outer wall |
| 118 | inner wall |
| 119 | 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. |
| 120 | Plastering (PGF) |
| 121 | Inner wall surface |
| 122 | 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 including supply of all material, labour T & P etc. required for proper completion of work. |
| 123 | Pipes cables etc. 80 mm dia. to 300 mm dia |
| 124 | Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials including supply of all material, labour, T&P etc. complete. |
| 125 | 100/110 mm Dia |
| 126 | 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. |
| 127 | Single tee without door 110x110x110 mm |
| 128 | Supply and stacking at site: 53 mm to 22.4 mm size stone aggregate including all labour, materials, T&P etc. complete. |
| 129 | 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. |
| 130 | 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. |
| 131 | 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. |
| 132 | Sludge Storage House |
| 133 | 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. |
| 134 | Cement concrete PCC with 40mm 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. |
| 135 | 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. |
| 136 | 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. |
| 137 | 1% OF TOTAL RCC QUANTITY |
| 138 | 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. |
| 139 | First class brick floor laid with dry joints sand filled including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 140 | Mild steel or iron work in heavy size or section such as in RCC work wrought to required shape as necessary including supply of all materials, labour T&P etc. required for proper completion of work. |
| 141 | VERTICAL POST ( 49.5 X 49.5 X 3.6 MM) SQ.HOLLOW SECTION UNIT WT. = 4.93 KG/RMTHORIZONTAL POST ( 49.5 X 49.5 X 3.6 MM) SQ.HOLLOW SECTION UNIT WT. = 4.93 KG/RMTMID TOP POST ( 49.5 X 49.5 X 3.6 MM) SQ.HOLLOW SECTION UNIT WT. = 4.93 KG/RMTRAFTER ( 49.5 X 49.5 X 3.6 MM) SQ. HOLLOWSECTION UNIT WT. = 4.93 KG/RMTPURLIN ( 45 X 45 X 3.2 MM) SQ. HOLLOW SECTIONUNIT WT. = 3.99 KG/RMTPURLIN SUPPORT ( 45 X 45 X 3.2 MM) SQ.HOLLOW SECTION UNIT WT. = 3.99 KG/RMTVERTICAL MS ANGLE ( 35 X 35 X 5 MM) SQ.HOLLOW SECTION UNIT WT. = 2.60 KG/RMTHORIZONTAL MS ANGLE ( 35 X 35 X 5 MM) SQ.HOLLOW SECTION UNIT WT. = 2.60 KG/RMTTRANGULAR MS ANGLE ( 35 X 35 X 5 MM) SQ.HOLLOW SECTION UNIT WT. = 2.60 KG/RMTMS ANGLE ( 35 X 35 X 5 MM) SQ. HOLLOWSECTION UNIT WT. = 2.60 KG/RMTADD LS FOR NUT BOLT & DOOR FITTINGS (L.S. = 15 KG) |
| 142 | Supply & Fix Galvanised Corrugated 0.63 mm thick iron roofing sheet including supply of all materials, labour T&P etc. required for proper completion of work. |
| 143 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. |
| 144 | Painting roof or other iroin work in large area with one coat priming & one coat paint or varnish including supply of all material, labour, T&P etc. complete. |
| 145 | Planted Drying Bed |
| 146 | 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. |
| 147 | 0.00 - 1.50 M deep |
| 148 | Screen Chamber |
| 149 | Reciever |
| 150 | Cement concrete PCC with 40mm 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. |
| 151 | Planted Drying Bed |
| 152 | PCC Bed |
| 153 | Screen Chamber |
| 154 | PCC Bed |
| 155 | Reciever |
| 156 | PCC Bed |
| 157 | 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. |
| 158 | For PDB |
| 159 | For Screening Chamber |
| 160 | For Reciever |
| 161 | Mild Steel or Iron in Plain Work including supply of all materials, labour T&P etc. required for proper completion of work |
| 162 | Steel Reinforcement @1% of Total RCC |
| 163 | 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. |
| 164 | Brick work (PDB) |
| 165 | Long wall |
| 166 | Short wall |
| 167 | Brick work (Screen Chamber) |
| 168 | Brick work (Reciver) |
| 169 | 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. |
| 170 | Plastering (PDB) |
| 171 | Short wall |
| 172 | Long wall |
| 173 | Plastering (Screen Chamber) |
| 174 | Short wall |
| 175 | Long wall |
| 176 | Plastering (Reciver) |
| 177 | Short wall |
| 178 | Long wall |
| 179 | 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. |
| 180 | Plastering(PDB) |
| 181 | Short wall |
| 182 | Long wall |
| 183 | Plastering(Screen Chamber) |
| 184 | Short wall |
| 185 | Long wall |
| 186 | Plastering(Reciver) |
| 187 | Short wall |
| 188 | Long wall |
| 189 | Flooring all Chamber |
| 190 | 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. |
| 191 | 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. |
| 192 | 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. |
| 193 | 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. |
| 194 | Pipes cables etc. 80 mm dia. to 300 mm dia |
| 195 | Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials including supply of all labour, materials, T&P etc. complete. |
| 196 | 100/110 mm Dia |
| 197 | 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. |
| 198 | 25 mm thick |
| 199 | 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.). |
| 200 | Screen bar @ 10 kg / sqm |
| 201 | Making plinth protection 50 mm 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 75 mm 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. |
| 202 | Around PDF, ABR, PGF, SSH |
| 203 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 204 | 80 mm thick C.C. paver block of M-35 grade withapproved colour design and pattern for interlocking path. |
| 205 | Gaurd Room |
| 206 | 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. |
| 207 | 0.00 - 1.50 M deep |
| 208 | 230 mm wall (L= (2.33+3.23)X2=11.12 M |
| 209 | Filling, dressing and ramming available excavated earth/Total qty of Excavated earth etc. including labour, T&P etc. complete. |
| 210 | 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. |
| 211 | Guard Room |
| 212 | 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. |
| 213 | 230 mm wall foundation base |
| 214 | 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 including supply of all materials, labour T&P etc. required for proper completion of work |
| 215 | 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. |
| 216 | 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. |
| 217 | 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. |
| 218 | 1st footing |
| 219 | 2nd footing |
| 220 | 3rd footing |
| 221 | 4th footing |
| 222 | 5th up to plinth beam |
| 223 | 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. |
| 224 | 230 mm wall |
| 225 | Parapet |
| 226 | Deduction for door & Window |
| 227 | Door- D1 |
| 228 | Window- W |
| 229 | 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. |
| 230 | Internal plaster: Cement Plaster - 1: 4 |
| 231 | Guard Room |
| 232 | Deduction |
| 233 | Door- D1 |
| 234 | Window- W |
| 235 | 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. |
| 236 | 1:6 (1 Cement :6 coarse Sand) |
| 237 | Parapet |
| 238 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40X40X6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fitting complete, including applying a priming coat of approved steel primer including supply of all material, labour, T&P etc. complete. |
| 239 | Door -D |
| 240 | 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. |
| 241 | D1 (Front & back) |
| 242 | W (For Both Side) |
| 243 | Same as above item but for every coat after first coat |
| 244 | white washing one coat including supply of all material, labour, T&P etc. complete. |
| 245 | Outer side |
| 246 | Ceilling |
| 247 | One priming & one oil distemper coat on new work including supply of all material, labour, T&P etc. complete. |
| 248 | Inner plaster |
| 249 | 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. |
| 250 | 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. |
| 251 | 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. |
| 252 | 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. |
| 253 | Windows (1.2m*1.2m = 1.44 sqm @ 20kg/m^2 |
| 254 | 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. |
| 255 | 4mm thick glass panes (1.2m*1.2m = 1.44 sqm |
| 256 | Gate & Fencing Work |
| 257 | 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. |
| 258 | 0.00 - 1.50 M deep |
| 259 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m. |
| 260 | Filling, dressing and raamming earth or sand or bajri or ballast or kankar or single etc. including labour, T&P etc. complete. |
| 261 | @ 20 % of total Earth work |
| 262 | Cement concrete PCC with 40mm 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. |
| 263 | 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. |
| 264 | 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. |
| 265 | Foundation Base - F1 |
| 266 | Pedestal - C1 |
| 267 | 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. |
| 268 | Column GL to Top - C1 |
| 269 | 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. |
| 270 | Steel Reinforced @ 1.5% RCC |
| 271 | white washing of column one coat including supply of all material, labour, T&P etc. complete. |
| 272 | Colour washing two coat using coloring materials of buff blue, brown shade including supply of all material, labour, T&P etc. complete. |
| 273 | 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. |
| 274 | FRAME 45 X 45 X 3.2 MM VERTICALSFRAME 45 X 45 X 3.2 MM HORIZONTALVERTICAL 25 X 25 X 3.2 MMMS ANGLE 50 X 50 X 5 MMMS PLATE 50 X 6 MM20 MM DIA PLAIN BAR |
| 275 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including supply of all materials, labour, T&P etc. complete.(1:3:6 - 1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 276 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately).Payment to be made per metre cost of total length ofbarbed wire used. |
| 277 | 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. |
| 278 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(MS ANGLE 50 X 50 X 5) 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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