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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | -3.65% | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹1.2 L (0.42%)Admitted-Finance 26 2 MUIR ROAD BELI PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | -3.25% | ₹2.9 Cr+₹1.2 L (0.42%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 Cr+₹1.4 L (0.50%)Admitted-Finance | -3.17% | ₹2.9 Cr+₹1.4 L (0.50%) | L3 | Admitted-Finance |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
6 Mar 2026, 2:00 pmClosed
General Manager (T) UPPCL Lucknow
Office of the General Manager (T) UPPCL Lucknow
Left over work of construction of 0.50 Unit additional Boys dormitory and 1.00 unit girls dormitory at JNV Samastipur (Bihar)
2026_UPPRC_1115255_1
62/GM(T)/UPPCL/2025-26/DATE 10.02.2026
Open Tender
Civil Works
Percentage
270 days
Samastipur (Bihar)
As per Bid Documents
2 documents required · 2 mandatory
₹17,700
Project Manager UPPCL
₹6.0 L
Office of the General Manager (T) UPPCL Lucknow
18 Mar 2026
12 Feb 2026
6 Mar 2026
12 Feb 2026
6 Mar 2026
12 Feb 2026
20 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Discription of work | - | - | - | - |
| 2 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063). | - | - | - | - |
| 3 | Floor Joint of 100 mm gap | - | Mtr. | 7,028.54 | - |
| 4 | Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). | - | - | - | - |
| 5 | Wall Joint of 100 mm gap | - | Mtr. | 5,833.51 | - |
| 6 | Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) | - | - | - | - |
| 7 | Roof Joint of 100 mm gap | - | Mtr. | 6,581.22 | - |
| 8 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | - | Sqm | 60.09 | - |
| 9 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | - | Sqm | 27.65 | - |
| 10 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. | - | - | - | - |
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