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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LRejected-Finance | ₹12.5 L | L1 | Rejected-Finance due to rejected single bid |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Non-submission of Audited Balance sheet |
Tender Value
₹12.6 L
EMD Value
₹1.3 L
Closing Date
13 Apr 2026, 12:00 pmClosed
EE Maintenance Division 2 (Civil) PWD Lucknow
EE Maintenance Division 2 (Civil) PWD Lucknow
Rajbhawan Colony sthit Awas No.-1 (Purana), Type-6 me vibhin civil sambandhi karya.(awas me bane shade ke sthan par slab dalne ka karya , awas me lagi shatigrast Endura tiles ko badalne ka karya, awas ke andar ki sabhi tiles ko badalne ka karya, awas
2026_PWDBL_1134261_6
630/E-Tender/2025-26 dt. 01.04.2026
Open Tender
Civil Works - Buildings
60 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹860
₹1.3 L
EE Maintenance Division 2 (Civil) PWD Lucknow
27 Apr 2026
8 Apr 2026
13 Apr 2026
8 Apr 2026
13 Apr 2026
8 Apr 2026
9 Apr 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 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5m as directed by engineer in charge 2.1.1 all kinds of soil Dar-2.1) | - | cum | - | - |
Providing and layeing in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:1:5:10 (1 cement :5 coasre sand ( Zone-III) :10 graded stone aggregate 40 mm nominal size dar-4.1.10 | - | cum | - | - | |
centering and suttering including shuttring , propping etc and removal of form work for : Suspeneded floors, roofs, landing , balconies and access platform (dar -5.9.3) | - | Sqmt | - | - | |
Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). (dar-5.8) | - | cum | - | - | |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. DAR NO-5.22A.6 | - | kg | - | - | |
Brick work with common burnt clay (non madular) brick of class- 150 in foundation and plinth in::1:4( 1 cement :4 coarse sand ) (dar-6.1.1) | - | cum | - | - | |
Brick work with common burnt clay (non madular) brick of class- 150 in superstructure above plinth level up to floor V level in all shape and sizes in cement mortar 1:4 ::(1 cement :4 coarse sand )( Dar 6.4.1) | - | cum | - | - | |
12 MM cement plaster of mix ;1:4 ( 1 cement :4 coarse sand ) ) DAR NO-13.4.1 | - | Sqmt | - | - | |
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm DAR NO-15.23.1 | - | Sqmt | - | - | |
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size 1200x600 DSR NO-11.41A1.2.2 | - | Sqmt | - | - |
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