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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.9 LAdmitted-Finance | -18.03% | ₹31.9 L | L1 | Admitted-Finance |
Tender Value
₹39.0 L
EMD Value
₹77,951
Closing Date
26 Mar 2026, 3:00 pmClosed
Registrar
Office of the Registrar, Central University of Punjab-151401
As per NIT document
2026_CUP_902319_1
CUPB/Engg./NIT/25-26/09
Open Tender
Civil Works
Percentage
120 days
Central University of Punjab, VPO Ghudda
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Payable To
₹77,951
11 Aug 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
26 Mar 2026
13 Mar 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 |
|---|---|---|---|---|---|
| 1CEMENT CONCRETE AND REINFORCEMENT STEEL WORK | |||||
| 1.01 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
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) | - | cum | 8,801.51 | - |
| 1.02 | 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 with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). | - | cum | 11,194.85 | - |
| 1.03 | Centering and shuttering including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform | - | sqm | 902.21 | - |
| 1.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kg | 104.94 | - |
| 1.05 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
Upto and including 12mm dia. | - | each | 137.39 | - |
| 2BRICK WORK | |||||
| 2.01 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 8,860.09 | - |
| 3FLOORING | |||||
| 3.01 | 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.
Double charge vitrified tile polished finish of size:
Size of Tile 600 x 600 mm | - | sqm | 1,414.4 | - |
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tech_eval.pdf
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Tendernotice_1.pdf
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BOQ_948415.xls
BOQ • 0.39 MB
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