Tender For Construction Of Transfer Station Near Nai Tahsil In Civil Line Ward No-33
Tender Value
32.60 Lakhs
Estimated cost
Bid Submission
03 Aug 2026
4 days left
EMD
65300
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Fatehpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Transfer Station Near Nai Tahsil In Civil Line Ward No-33
BOQ
| Sl. No. | Item Description |
| 1 | E/W in embankment in ordinary soil including cartage up to 5Km. |
| 2 | Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lead up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches .as per S.I no 251 |
| 3 | Concrete in foundation with 2 cm. 8:4:1 gauge approved stone ballast,approved sand and cement including supply of all materials, labour and T&P etc. required for proper completion of the work as per S.I no 279 |
| 4 | Reinforced Cement Concrete work with cement,approved coarse sand of 2.5 F.M and 2 cm(3/4\\") gauge approved stone grit in proportion of 1:2:4 in lintel of door&windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I.binding wire and including necessary centering and shuttering etc.and supply of all materials, labour and T&P etc. required for proper completion of the work.including cost of Binding wire as per S.I no 283 For Raft |
| 5 | Reinforced Cement Concrete work with cement,approved coarse sand of 2.5 F.M and 2 cm(3/4\\") gauge approved stone grit in proportion of 1:2:4 in lintel of door&windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I.binding wire and including necessary centering and shuttering etc.and supply of all materials, labour and T&P etc. required for proper completion of the work.including cost of Binding wire as per S.I no 283Main gate COLUMN |
| 6 | Reinforced Cement Concrete work with cement,approved coarse sand of 2.5 F.M and 2 cm(3/4\\") gauge approved stone grit in proportion of 1:2:4 in lintel of door&windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I.binding wire and including necessary centering and shuttering etc.and supply of all materials, labour and T&P etc. required for proper completion of the work.including cost of Binding wire as per S.I no 283 For Slab |
| 7 | Mild Steel or iron in plain work such as RCC or R.B. work wrought to required shape as necessary including bending for proper competition of work and including supply of all steel & wastage and over lapping and hooks. (S.I. No-504) |
| 8 | First class/class-150 Brick work in 1:4 cement and fine sand of 1.25 F.M. modulous mortar in foundation and plinth including supply of all materials, labour & tools & plants etc. requied for proper completion of the work. |
| 9 | First class/class-150 Brick work in 1:4 cement and fine sand of 1.25 F.M. modulous mortar in foundation and plinth including supply of all materials, labour & tools & plants etc. requied for proper completion of the work. Super Structure |
| 10 | Cement concrete with 4 cm (1-1/2\\") gauge approved stone ballast, coarse sand 2.5 F.M. and cement in proportions of 4:2:1 including supply of all materials, labour, tools & plant etc required for proper completion of the work. |
| 11 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per T.S clause 405 |
| 12 | Construction of un-reinforced,construction joint only,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 20 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of construction joints, applying curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 13 | 12 mm thick plaster with Cement course sand including supply of all materials-labour and Tools and Plants etc required for completion of the work. |
| 14 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.80 |
| 15 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. For Steel Surface. |
| 16 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. |
| 17 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m² |
| 18 | Providing and fixing Precoated galvanised steel plain ridges 0.50 mm TCT and 500-600mm wide |
| 19 | Supply of following materials of Installation of Submersible S/F of 125 MM Dia PVC Pipe 10 Kg/cm2. ISI Mark per pipe weight 22 kg and slotted pipe weight 28 kg |
| 20 | Excavation of earth for water collection chamber with needed water by Water Tanker or other sources |
| 21 | Erection and dismantling of boring machine and its T & P |
| 22 | S/F of 63 MM Dia Flexible HDPE 6 Kg/cm2. ISI Mark |
| 23 | Boring Work 150 MM Dia with all Labour. T & P etc (A) 0 to 30 GL |
| 24 | (B) 30 to 65 BGL |
| 25 | Lowering and Jointing of 125 MM Dia PVC Pipe with all Labour. T & P etc (A) 0 to 30 GL |
| 26 | (B) 30 to 65 BGL |
| 27 | Supply & Fixing of following for Proper completion of work (a) Copper Cable 3 core 2.5 SO MM Finolex/Havells make ISI mark |
| 28 | (b) Aluminium Cable 2 core 6 SO MM R K Lyte/Havells make ISI mark |
| 29 | (c) 03 HP, KSB/CRI/Kirlosker/Crompton Make, Single Phase water filled Submersible motor pump ISI with Panel |
| 30 | (d) MS Bore Cap 125 MM Dia |
| 31 | (e) MS Champ 50 MM Dia |
| 32 | (f) GI Nipple, GI Elbow, GI Ghat Nipple ech 50 MM Dia a per need |
| 33 | (g) Check Valve 50 MM Dia heavy Duty |
| 34 | (h) Rope wire Nylon 10 MM |
| 35 | Development & washing of bore by 150 PSI Compressor machine includingall materials, labour, T&P etc |
| 36 | Supply & Filling of Pea Gravel 1.6 to 4.8 MM |
| 37 | Fixation of 4 No. of taps with Accessories Complete |
| 38 | Add 4.50% Electrification Work |
| 39 | Add 2.00% Contingency Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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