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Urgent Repair and Waterproofing of Roof of Center for Police Administration(UIEASS), P.U. Campus Sector-14 Chandigarh.

Panjab University

P.U. Campus Sector-14 Chandigarh. | Chandigarh

Amount: ₹22.1 LCloses: 15 Oct 2026

Timeline

Published24 Sept 2026
Closes15 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹22.1 L

EMD Value

₹43,000

Closing Date

15 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

Executive Eng. II

Address

Construction office,P.U. Campus

Work Description

Urgent Repair and Waterproofing of Roof of Center for Police Administration(UIEASS), P.U. Campus Sector-14 Chandigarh.

Tender Information

Tender ID

2026_PU_95712_1

Reference Number

6910/EE/Mtc.

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

150 days

Location

P.U. Campus Sector-14 Chandigarh.

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTender Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹43,000

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

16 Oct 2026

Download Starts

24 Sept 2026

Download Ends

15 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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.

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Work
1.01	Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge. (Ref:- 1.1.18)	101.43	Cum	178	₹18,054.54
2Providing and fixing of expansion joint system of approved make and manufactures 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 asper ASTM B221-02. The system shall be such that it provides watertight 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 to ASTM 6063).
2.01	Roof Joint of 100 mm gap (Ref:- 5.46.1)	18	Mtr	5,489	₹98,774.56
3Providing 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) and mixing of integral water proofing compund as per standard design.
3.01	In 75x75mm deep chase (Ref:- 12.21.1)	184.22	Rmt	246	₹45,318.12
4	Making khurras 45x45 cm with average minimum thickness of 5cm 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)	15	Nos	278	₹4,170
5	Regrading terracing of mud phuska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster preparing the surface of mud phaska to proper slope relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand ) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. (Ref:- 14.13)	1,331.91	Sqm	504	₹6,71,282.64
6	Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : (Ref:- 14.81.1)	1,331.91	Sqm	105	₹1,39,850.55
7	Removing mortar/Mud from bricks/tiles and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) (Ref:- 15.8.3)	22,939	Nos	5	₹1,14,695

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NIT Documents

Tendernotice_1.pdf

PDF • 4.99 MB

Work Item Documents

BOQ_117586.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Work
1.01	Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge. (Ref:- 1.1.18)	101.43	Cum	178	₹18,054.54
2Providing and fixing of expansion joint system of approved make and manufactures 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 asper ASTM B221-02. The system shall be such that it provides watertight 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 to ASTM 6063).
2.01	Roof Joint of 100 mm gap (Ref:- 5.46.1)	18	Mtr	5,489	₹98,774.56
3Providing 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) and mixing of integral water proofing compund as per standard design.
3.01	In 75x75mm deep chase (Ref:- 12.21.1)	184.22	Rmt	246	₹45,318.12
4	Making khurras 45x45 cm with average minimum thickness of 5cm 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)	15	Nos	278	₹4,170
5	Regrading terracing of mud phuska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster preparing the surface of mud phaska to proper slope relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand ) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. (Ref:- 14.13)	1,331.91	Sqm	504	₹6,71,282.64
6	Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : (Ref:- 14.81.1)	1,331.91	Sqm	105	₹1,39,850.55
7	Removing mortar/Mud from bricks/tiles and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) (Ref:- 15.8.3)	22,939	Nos	5	₹1,14,695

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Civil Work

1.01

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge. (Ref:- 1.1.18)

101.43

Cum

178

₹18,054.54

2Providing and fixing of expansion joint system of approved make and manufactures 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 asper ASTM B221-02. The system shall be such that it provides watertight 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 to ASTM 6063).

2.01

Roof Joint of 100 mm gap (Ref:- 5.46.1)

Mtr

5,489

₹98,774.56

3Providing 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) and mixing of integral water proofing compund as per standard design.

3.01

In 75x75mm deep chase (Ref:- 12.21.1)

184.22

Rmt

246

₹45,318.12

Making khurras 45x45 cm with average minimum thickness of 5cm 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)

Nos

278

₹4,170

Regrading terracing of mud phuska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster preparing the surface of mud phaska to proper slope relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand ) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. (Ref:- 14.13)

1,331.91

Sqm

504

₹6,71,282.64

Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : (Ref:- 14.81.1)

1,331.91

Sqm

105

₹1,39,850.55

Removing mortar/Mud from bricks/tiles and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) (Ref:- 15.8.3)

22,939

Nos

₹1,14,695