Tender For Construction Of Artificial Football Turf At Jt. Yma Field, Vaivakawn, Aizawl District, Mizoram
Tender Value
9.51 Crore
Estimated cost
Bid Submission
20 Jul 2026
18 days left
EMD
19.02 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aizawl → Mizoram
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Artificial Football Turf At Jt. Yma Field, Vaivakawn, Aizawl District, Mizoram
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Jun-2026 | Alteration of Bid Documents for Construction of Artificial Turf at JtYMA Field Vaivakawn and Construction of Artificial Turf at East Lungdar Serchhip District | Technical Bid | 20-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Laying of Artificial turf |
| 2 | Cement KerbingEarthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m in width or 10sqm on plan) includng dressing of sides and ramming of bottoms, lift upto 1.5m including getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres.(a) Ordinary soil. |
| 3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete.(a) 1:1.5:3 |
| 4 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.(c)Thermo-Mechanically Treated bars |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(a)Foundations, footings, bases of columns etc. for mass concrete. |
| 6 | Granular Sub-Base By Mix in Place Method (Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (ii) Grading - II material |
| 7 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.).By Mechanical means (ii)Grading - II (53 mm to 22.4 mm) (a) Using Screening Crushable type such as Moorum or Gravel |
| 8 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 9 | Supply and Placing of 200 Microns Geo textile Separation Barrier to cover the entire field including edges. |
| 10 | Providing and laying of perfolated PVC drain pipes Heavy Duty of 200mm dia with staggered perforations |
| 11 | Providing and Laying of perforated PVC drains pips Heavy Duty of 90mm Outer dia with staggered perforations. |
| 12 | Supply & Installation of FIFA Quality certified Sports Artificial Turf from FIFA Preferred Manufacturer having Pile Height of 60MM with permanent Line Marking. Composition PE, Structure Monofilament, V Shape & Fibrillated Yarn, Emerald & Lime color, Dtex 17500, Pile height 60mm±1mm, Gauge 3/4 inch, Stitches per m² 6825±100 (ISO 1773), Total yarn weight 1620 Gms/Sqm ±10%, Double layer PU Backing 250 Gms/Sqm, Total Carpet weight 3020 Gms/Sqm ±10%, Water Permeability >2000 mm/hr, Infilling of Silica sand 15 kg/m² & SBR Granules 17 kg/m². Installation using seam tape & PU adhesive (2-component polyurethane reaction adhesive for outdoor use, 100% solids, thixotropic). |
| 13 | Supply & Installation of FIFA standard goal posts with football nets (2nos) and comer flags (4nos) complete |
| 14 | Supply & Installation of FIFA standard Substitute Benches with cover |
| 15 | Installation of practice Light |
| 16 | Supply & Installation stadium high mast 25M height with head frame suitable to install 30 nos of 400W light fixtures along with all necessary accessories. Foundation Bolt set. |
| 17 | Construction of shallow foundation with M20 grade concrete for the 30 mtr high mast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. |
| 18 | Earthing – Copper pipe electrode with marconite compound, Copper strip, earth pit with CI cover – 2 pits per pole, as per IS 3043 |
| 19 | Lightning arrester – 1.5 m copper tip air terminal on mast head + bare copper conductor to earth – supply & install |
| 20 | Supply of LED Floodlight luminaire with a housing of non-corrosive high pressure ADC and toughened glass. The luminaire should have CRI > 80, SDCM <5 and CCT of 5700K and shall be compliant with IP66 and IK07 classification. Luminaire shall be designed to emit at least 60000 nominal lumens with rated system wattage of 1000W. The luminaire shall be designed to ensure lumen depreciation of up to 30% over 50k burning hours @ design ambient temp 35 deg C. The luminaire should have narrow beam of 30°/60°. The luminaire should have fins on the back to ensure good heat dissipation and to prevent dirt from settling on the luminaire. The electronic driver should be fully integrated and shall have a power factor >0.95 and THD <10% with a minimum inbuilt surge protection of 4 kV, and 10KV external surge protection. |
| 21 | Mounting brackets, cross-arms, clamps, stainless hardware for 15 luminaires per head frame – supply |
| 22 | Installation, wiring from terminal box to luminaire, precision aiming & locking per photometric plan – Skilled labour |
| 23 | Supply & Installation of low intensity Single dome LED Aviation Obstruction light. |
| 24 | Supply & Installation of MAIN Panel made out with 2mm CRCA sheet steel. 3 Phase, floor mounted with suitable switchgear. 1 nos incomer & 5 nos Out going points. |
| 25 | Supply & Installation of Feeder Panel made out with 2mm CRCA sheet steel. 3 Phase, floor mounted with suitable switchgear. 1 nos incomer & 32 nos Out going points. |
| 26 | Supply & Installation of LSDB at each pole base – IP65, 3P+N 16 A MCB per phase, surge protection |
| 27 | Underground armoured cable 4C × 50 mmZ XLPE IS 7098 – MDB to each pole – supply, lay in trench, markers |
| 28 | Supply and Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size 120 SQ mm. 3.5 Core AL direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. ( From Main Scorecs main Panel) |
| 29 | Control cable 2C × 2.5 mmZ – supply & lay |
| 30 | Cable trench excavation 0.5 m deep × 0.3 m wide, sand bedding, brick protection, backfill & reinstate |
| 31 | Cable termination – glanding, ferrules, heat shrink at MDB/LSDB – per termination point |
| 32 | Diesel generator set 82.5 kVA, 3-phase, 415V, 50Hz, silent canopy, AMF panel, auto start, 200L fuel tank - Kirloskar/Cummins/Mahindra equiv. – supply & install on RCC plinth |
| 33 | Lux level measurement – calibrated luxmeter, 96-point grid (Eh), uniformity calculation, formal written report |
| 34 | Insulation resistance test (IR) – all cables, 2500 V Megger, record all readings |
| 35 | Earth resistance test – per pole, target < 5 fi, written report |
| 36 | Full equipment transport to Mizoram – heavy trucks, NH54 mountain route, permits, escort, insurance, loading/unloading. |
| 37 | Crane / hydraulic man-lift for mast erection & luminaire aiming – mobilisation |
| 38 | Deployment of site-in-charge engineer and skilled electrical crew, on workcharge basis including wages, travel, accommodation and daily allowance for the duration of works at site |
| 39 | Outdoor Works |
| 40 | Fencing Works-Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres. (b) Hard Soil |
| 41 | Reinforced cement concrete work in walls including attached pillasters, columns, pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses, string or lacing courses, fillets etc. upto floor five level excluding cost of centering shuttering etc complete.(a) 1:1.5:3 |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(c)Columns, pillars, piers, abutments, posts and struts. |
| 43 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.(b)Thermo-Mechanically Treated bars of grade Fe-500 or more. |
| 44 | Half brick masonry with first class brick in superstructure above plinth level upto floor V level.(a)in cement moratar 1:3 |
| 45 | 20mm cement plaster 1:3 (1 cement : 3 fine sand) |
| 46 | 1.8m high polysteel goat proof fencing with 2.4m with angle iron posts 50 x 50 x 6mm size placed 2.0m apart embedded in cement concrete block 1:3:6 (1 cement : 3 sand : 6 stone aggegate) of size 25 x 25 x 60 cmfixing with nails and wire etc. including earthwork complete. |
| 47 | Pathway & Courtyard-Surface dressing of ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift of 1.5m |
| 48 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All works upto plinth level: (a) 1:2:4 |
| 49 | Providing and laying Precast interlocking Paver tiles (CDI Pattern) of approved make locally available in Aizawl over a sang cushion of 100mm thick PCC bed of 1:2:4 including suppling, placing and cleaning etc. complete (cost of dressing and PCC to be paid seperately) |
| 50 | Entrance Gate-Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres.(b) Hard Soil |
| 51 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work upto plinth level:(a) 1:2:4 |
| 52 | Providing and laying in position reinforced cement concrete excluding cost of centering and shuttering , finishing and reinforcement in - All work upto plinth level :(a)1:1.5:3 |
| 53 | Reinforced cement concrete work in walls including attached pillasters, columns, pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses, string or lacing courses, fillets etc. upto floor five level excluding cost of centering shuttering etc complete.(a) 1:1.5:3 |
| 54 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete.(a) 1:1.5:3 |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(c) Columns, pillars, piers, abutments, posts and struts. |
| 56 | (d)Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc |
| 57 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.(b)Thermo-Mechanically Treated bars of grade Fe-500 or more. |
| 58 | 20mm cement plaster 1:3 (1 cement : 3 fine sand) |
| 59 | Structural steel work rivetted, bolted welded in built up sections, trusses and framed works, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (In Tees, R.S. Joists, Angles, Flats and Channels.) |
| 60 | Applying priming coat with ready mixed primer of approved brand and manufacture on plaster surface.(a)Ready mix white primer |
| 61 | Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade. New work (two or more coats) |
| 62 | Painting with aluminium paint of approved brand and manufacture to give even shade (two or more coat) |
| 63 | Signage-Supply & Installation of Signages (Rate taken from CPWD Plinth Area 2021 with Mizoram Cost Index) |
| 64 | Monument Structures-Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres.(c) Ordinary Soil |
| 65 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work upto plinth level:(a)1:2:4 |
| 66 | Providing and laying in position reinforced cement concrete excluding cost of centering and shuttering , finishing and reinforcement in - All work upto plinth level :(a)1:1.5:3 |
| 67 | Reinforced cement concrete work in walls including attached pillasters, columns, pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses, string or lacing courses, fillets etc. upto floor five level excluding cost of centering shuttering etc complete.(a) 1:1.5:3 |
| 68 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete.(a) 1:1.5:3 |
| 69 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(a)Foundations, footings, bases of columns etc. for mass concrete. |
| 70 | (c) Columns, pillars, piers, abutments, posts and struts. |
| 71 | (d)Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc |
| 72 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.(b)Thermo-Mechanically Treated bars of grade Fe-500 or more. |
| 73 | Half brick masonry with first class brick in superstructure above plinth level upto floor V level.(a)in cement moratar 1:3 |
| 74 | 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 75 | 15mm cement plaster 1:3 (1cement : 3 sand) with an extra for providing and mixing water proofing materials in proportion recommended by manufacturer on the external wall only in - |
| 76 | Providing and fixing exterior wall cladding tiles 8mm thick of required shades in external wall on 15mm thick cement plaster jointed with neat cement slurry including pointing in white cement mixed with pigment of matching shade complete |
| 77 | Renovation of Existing Stand |
| 78 | Rennovation of existing East Stand with new roofing-Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres. (b) Hard Soil |
| 79 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work upto plinth level:(a) 1:2:4 |
| 80 | Providing and laying in position reinforced cement concrete excluding cost of centering and shuttering , finishing andreinforcement in - All work upto plinth level :(a) 1:1.5:3 |
| 81 | Reinforced cement concrete work in walls including attached pillasters, columns, pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses, string or lacing courses, fillets etc. upto floor five level excluding cost of centering shuttering etc complete.(a) 1:1.5:3 |
| 82 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete.(a) 1:1.5:3 |
| 83 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(c)Columns, pillars, piers, abutments, posts and struts. |
| 84 | (d)Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc |
| 85 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.(b)Thermo-Mechanically Treated bars of grade Fe-500 or more. |
| 86 | 15mm cement plaster 1:3 (1cement : 3sand) finished with floating coat of neat cement |
| 87 | Steel works in build up tubular truss etc. including cutting, hoisting, fixing in position and applying priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 88 | Providing Trapezoidal Polyester Coated Galvanised Steel Sheets Roofing of any colour of 1.06m width at all levels including fitting and fixing ridging with self drilling , self tapping screws, EPDM washers etc. complete excluding the cost of purlin, rafter and trusses. |
| 89 | Supplying and fixing M.S. decorative railing consisting of top and bottom rails of 40mmx40mm square or circular section at distance of 788mm apart, 30mmx30mm square or circular section decorative intermediate balusters welded to top and bottom rails at 280mm apart. The base of balusters at 560mm apart welded with base plate of 60mmx3mm thick and fixed with cement grouting firmly to concrete section including steel priming and steel painting complete etc. |
| 90 | Applying priming coat with ready mixed primer of approved brand and manufacture on plaster surface.(a)Ready mix white primer |
| 91 | Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade (two or more coats on new work ): |
| 92 | Rennovation of existing North Stand with new roofing-15mm cement plaster 1:3 (1cement : 3sand) finished with floating coat of neat cement |
| 93 | Supplying and fixing M.S. decorative railing consisting of top and bottom rails of 40mmx40mm square or circular section at distance of 788mm apart, 30mmx30mm square or circular section decorative intermediate balusters welded to top and bottom rails at 280mm apart. The base of balusters at 560mm apart welded with base plate of 60mmx3mm thick and fixed with cement grouting firmly to concrete section including steel priming and steel painting complete etc. |
| 94 | Applying priming coat with ready mixed primer of approved brand and manufacture on plaster surface.(a)Ready mix white primer |
| 95 | Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade (two or more coats on new work ): |
| 96 | Steel works in build up tubular truss etc. including cutting, hoisting, fixing in position and applying priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 97 | Providing Trapezoidal Polyester Coated Galvanised Steel Sheets Roofing of any colour of 1.06m width at all levels including fitting and fixing ridging with self drilling , self tapping screws, EPDM washers etc. complete excluding the cost of purlin, rafter and trusses. |
| 98 | Supplying and fixing M.S. decorative railing consisting of top and bottom rails of 40mmx40mm square or circular section at distance of 788mm apart, 30mmx30mm square or circular section decorative intermediate balusters welded to top and bottom rails at 280mm apart. The base of balusters at 560mm apart welded with base plate of 60mmx3mm thick and fixed with cement grouting firmly to concrete section including steel priming and steel painting complete etc. |
| 99 | Reinforcement on Existing Retaining Wall on Eastern Side-Reinforced cement concrete work in walls including attached pillasters, columns, pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses, string or lacing courses, fillets etc. upto floor five level excluding cost of centering shuttering etc complete.(c) 1:1.5:3 |
| 100 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete.(a) 1:1.5:3 |
| 101 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(b)Walls including attached pillasters, buttresses, string courses, etc. |
| 102 | (e)Suspended floors, roofs, landings, shelves and their support, balconies and chajjaj,etc. |
| 103 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete. |
| 104 | Repainting of existing Pavillion with new bucket seat-Finishing walls with regular exterior emulsion of required shade on old work (three or more coats) to give an even shade.(a)Premium exterior emulsion like weathercote, weather shield etc. |
| 105 | Applying priming coat with ready mixed primer of approved brand and manufacture on plaster surface.(a)Ready mix white primer |
| 106 | Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade (two or more coats on new work ): |
| 107 | Supplying and installation of bucket seats |
| 108 | Side Drain |
| 109 | Side Drain-Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres.(b) Ordinary Soil |
| 110 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work upto plinth level:(b) 1:3:6 |
| 111 | Providing and laying in position cement concrete excluding cost of centering and shuttering, finishing and reinforcement in:-All work upto plinth level.(a)1:1.5:3 |
| 112 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(b)Walls including attached pillasters, buttresses, string courses, etc. |
| 113 | (e)Suspended floors, roofs, landings, shelves and their support, balconies and chajjaj,etc. |
| 114 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.(b)Thermo-Mechanically Treated bars of grade Fe-500 or more. |
| 115 | 15mm cement plaster 1:3 (1cement :3 fine sand) finished with floating coat of neat cement |
| 116 | Storm Drain on Eastern Side below VVK Bazar to KM High School-Clearing grass and removal of rubbish upto a distance of 50meters outsude the periphery of the area cleared by manual means |
| 117 | Surface dressing of ground including removing vegetation and inequalities not exceeding 15cm deep mand disposal of rubbish, lead upto 50m and lift upto 1.5m |
| 118 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres.(f)Soft Rock |
| 119 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work upto plinth level:(a) 1:2:4 |
| 120 | Providing and laying in position reinforced cement concrete excluding cost of centering and shuttering , finishing and reinforcement in - All work upto plinth level :(a) 1:1.5:3 |
| 121 | Reinforced cement concrete work in walls including attached pillasters, columns, pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses, string or lacing courses, fillets etc. upto floor five level excluding cost of centering shuttering etc complete.(a) 1:1.5:3 |
| 122 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(a)Foundations, footings, bases of columns etc. for mass concrete. |
| 123 | (b)Walls including attached pillasters, buttresses, string courses, etc. |
| 124 | (c) Columns, pillars, piers, abutments, posts and struts. |
| 125 | (d)Lintels, beams, plinth beams, girder, bresumers and cantilevers etc. |
| 126 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.(b)Thermo-Mechanically Treated bars of grade Fe-500 or more. |
| 127 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.(b)Gravelly material. |
| 128 | Cement concrete flooring 1:2 finished with floating coat neat cement including cement slurry etc. complete but excluding cost of nosing of steps etc.40mm thick with 20mm thick nominal size aggregate |
| 129 | Carriage of materials by manual labour including loading, unloading and stacking etc.(a) Cement |
| 130 | (b)Sand |
| 131 | (c)Aggregates |
| 132 | (d) Steel |
| 133 | (e)Gravel |
| 134 | Urinal Block |
| 135 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres.(b) Hard Soil |
| 136 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work upto plinth level:(a) 1:2:4 |
| 137 | Providing and laying in position reinforced cement concrete excluding cost of centering and shuttering , finishing andreinforcement in - All work upto plinth level :(a) 1:1.5:3 |
| 138 | Reinforced cement concrete work in walls including attached pillasters, columns, pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses, string or lacing courses, fillets etc. upto floor five level excluding cost of centering shuttering etc complete.(a) 1:1.5:3 |
| 139 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete.(a) 1:1.5:3 |
| 140 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(c)Columns, pillars, piers, abutments, posts and struts. |
| 141 | (d)Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc |
| 142 | (e)Suspended floors, roofs, landings, shelves and their support, balconies and chajjaj,etc. |
| 143 | Steel reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.(b)Thermo-Mechanically Treated bars of grade Fe-500 or more. |
| 144 | 20mm cement plaster 1:3 (1 cement : 3 fine sand) |
| 145 | Half brick masonry with first class brick in foundation and plinth in: in cement moratar 1:3 ( 1 cement : 3 coarse sand ) |
| 146 | 20mm cement plaster 1:3 (1 cement : 3 fine sand) |
| 147 | Providing Ist class local wood dressed in frames of chaukat for doors, windows, clerestory windows fixed in position |
| 148 | Providing and fixing 1st class local wood panelled shutters for doors etc. including M.S. butt hinges with necessary screws, etc. complete.(a) 40 mm thick |
| 149 | Providing 40x5mm flat iron hold fast 40 cm long including fixing to frame with 10mm dia. Bolts, nuts and wooden plugs and embeddings in cement concrete block 30 x 10 x 15cm 1:3:6 mix (1 cement : 3 sand : 6 well graded stone aggregate 20mm nominal size).(a) 40 mm thick |
| 150 | Providing and fixing CP Brass Sliding Door Bolts (aldrops) bright finished with nuts and screws etc. complete.(a)300x16mm |
| 151 | Providing and fixing CP Brass tower bolts (socket bolts) bright finished with nuts and screws etc. complete.(a) 250mm |
| 152 | Providing and fixing CP Brasshandles with necessary screws, etc. complete.(a)250mm |
| 153 | Providing and fixing White vitreous china wash basin Standard of Parryware/ Hindware/ Cera and equivalent make with R.S. or C.I. brackets, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plugs, 32mm C.P. brass waste of standard pattern, 32mm C.P. brass traps and union complete including painting of fittings and brackets, cutting and making good the walls wherever required. (a) Vitreous China Wash basin size 630x450 mm with single 15mm C.P. brass pillar taps (i) White |
| 154 | Providing and fixing vitreous china Urinal Flat Back Small 44 x 26.5 x 31.5cm size of Parryware/ Hindware/ Cera and equivalent make with flush valve/spray with C.I or R.S brackets standard size of G.I flush pipe and C.P brass spreaders with brass unions and G.I clamps complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required.(i) White |
| 155 | Providing and fixing one piece construction of vitreous china squating plate urinal of Parryware/ Hindware/ Cera and equivalent make with an internal longitudinal flushing pipe, Flush valve with fitting, R.S. or G.I. flushing pipe for back and front flush with standard spreaders pipe with fittings, G.I. clamps white vitreous corners and angles set in vent cement standard urinal C.I. trap 65mm dia. with vent arm and outlet grating and coupling in C.P. brass complete including painting of fittings, cutting and making good the walls and floors where required.(i) White |
| 156 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, 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.(a)Sintex or quivalent |
| 157 | Providing and fixing 15mm nominal bore chromium plated brass bib cock of approved quality.(a) Class-III |
| 158 | Providing and fixing PVC pipes complete with fittings and clamps, including cutting and making good the walls etc. (internal work).(a)15mm dia nominal bore |
| 159 | Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade. New work (two or more coats) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 20, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 18 daysJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 days