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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.2 LAdmitted-Finance | -7.00% | ₹23.2 L | L1 | Admitted-Finance |
| 2 | L2₹23.4 L+₹23,168.99 (1.00%)Admitted-Finance | -6.07% | ₹23.4 L+₹23,168.99 (1.00%) | L2 | Admitted-Finance |
| 3 | L3₹23.7 L+₹48,331.01 (2.09%)Admitted-Finance | -5.06% | ₹23.7 L+₹48,331.01 (2.09%) | L3 | Admitted-Finance |
Tender Value
₹24.9 L
EMD Value
₹50,000
Closing Date
17 Jun 2026, 4:00 pmClosed
Executive Eng. II
Construction office,P.U. Campus
Repair of roofs of other buildings (Other than houses and hostels) of Zoology Department in P.U. Campus, Sector-14, Chandigarh.
2026_PU_92679_1
6857/EE/Mtc.
Open Tender
Civil Works
Percentage
210 days
P.U. Campus, Sector-14
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹50,000
24 Jun 2026
25 May 2026
19 Jun 2026
25 May 2026
17 Jun 2026
25 May 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 |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | Carriage of building rubbish material by mechanical/mannual transport including loading & unloading stacking upto 10km etc.The work includes removal of malba/ rubbish/ debris/ mixed earth/ concrete/ plaster from site and stacking at picking point upto 50mtr lead. Complete in all respect to the entire satisfaction of the Engineer in Charge. (Ref:- 1.1.18) | 100 | Cum | 178 | ₹17,800 |
| 2 | Providing and fixing of expansion joint system of approved make andmanufactures for various roof locations as per approved drawings anddirection of Engineer-In-Charge. The joints shall be of extruded aluminumbase members with, self aligning and self centering arragement supportplates asper ASTM B221-02. The system shall be such that it provideswatertight roof to roof/roof to corner joint cover expansion control systemthat 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 satisfymovement and loading requirements and secured to base members byutilizing manufacturer’s pre-engineered self-centering arrangement thatfreely rotates / moves in all directions. The Self centering arrangementshall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movementand flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of fallingice, 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). (Ref:- 5.46) | 40 | Rmt | 3,500 | ₹1,40,000 |
| 3Painting top of roofs with bitumen of approved quality at 17Kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with apiece of cloth lightly soaked in Kerosene oil complete: | |||||
| 3.01 | With residual type petroleum bitumen of penetration VG- 10 (Ref:- 12.15.1) | 1,900 | Sqm | 212 | ₹4,02,800 |
| 410 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : | |||||
| 4.01 | With F.P.S. brick tiles (non- modular) of class designation 10 (Ref:- 12.16.1) | 1,900 | Sqm | 610 | ₹11,59,000 |
| 5Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. | |||||
| 5.01 | In 75x75mm deep chase (Ref:-12.21.1) | 256 | Rmt | 241 | ₹61,696 |
| 6 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. (Ref:-12.22) | 8 | Nos. | 276 | ₹2,208 |
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