Tender For Waterproofing Treatment Of Terrace Level Of Punjab And Haryana Assembly Building, Capitol Complex, Sector - 1, Chandigarh
Tender Value
2.32 Crore
Estimated cost
Bid Submission
05 Nov 2026
12 days left
EMD
4.64 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Waterproofing Treatment Of Terrace Level Of Punjab And Haryana Assembly Building, Capitol Complex, Sector - 1, Chandigarh
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (DSR.15.26) |
| 2 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead.(DSR.15.27) |
| 3 | 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 1.5 m, as directed by Engineer-in- Charge All kinds of soil (DSR.2.1.1) |
| 4 | Dismantling precast RCC slab panels laid on the brick walls, including stacking of the serviceable material and disposal of unserviceable material within 50 meters lead complete in all respects and to the entire satisfaction of the Engineer in Charge N.S |
| 5 | Removing mortar from Precast RCC slab panels including stacking with a lead of 50 m (each panel to be measured) complete in all respects and to the entire satisfaction of the Engineer in charge .N.S |
| 6 | Removing mortar from Precast RCC slab panels including stacking with a lead of 50 m (each panel to be measured) complete in all respects and to the entire satisfaction of the Engineer in charge .N.S |
| 7 | Laying old available, dismantled precast cement cocrete panels in required line, level and pattern over the existing brick walls, including the cost of carriage from the local stacking place complete in all respects as per the direction of Engineer- in- charge. N.S |
| 8 | 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 (DSR 5.22.A) |
| 9 | Providing and applying water proofing treatment, after thoroughly cleaning the surface with wire brushes or other suitable material, thereby removing all the loose concrete, dirt, etc. After cleaning, first coat of primer shall be provided with equal mixing of Dr. Fixit URP or equivalent product with same quantity of cement. There after open fibermesh-150, size 2.5mm x 2.5mm, micro-reinforcement system for concrete made from 100% virgin polypropylene monofilament fibers shall be laid on the wet primer including overlapping of mesh as per manufacturers specifications, mesh shall be designed to control plastic shrinkage and settlement cracking. Thereafter 2 coats of acrylic polymer modified cementations coating of Dr. Fixit fast flex or equivalent product shall be provided. The material shall have properties like elongation at break 120% and 5 bar resistance to positive water pressure, adhesive strength ASTM D7234-0.8N/MM2, water vapour transmission as per ASTME96 of 0.7 perms and cracks bridging ability as per EN 1062-7 upto 2 mm. It shall be applied @0.42-0.50 Kg/Sqm in form of slurry. The work shall be got executed from authorised applicator of the company whose material is being used. There shall be span of 6-8 hours between 1st & 2nd coat, 2nd coat shall be laid perpendicular to 1st Coat. Coarse sand shall be sprinkled while the second coat is still wet. The application of material shall be air cured for 5 days and then ponding test shall be done, complete in all respect to the entire satisfaction of Engineer in Change. NS |
| 10 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.(DSR 5.27) |
| 11 | Providing and applying polyester based geo-textile protection fleece, 1.2mm thick ( Renolit, Sikka, Canlon, Mapei or equivalent) with complete laying by Loosing laid – mechanically fastened method as per manufacturers method statement including overlapping, seam welding, detailing. It should be In rolls of 2x20 m and manufactured by spread coating process formulated for direct exposer to sunligh. it should include all types of coats of U bar termination along perimeter, termination bar along wall junctions and KTL washer's certificate for of life expectancy of 20 years and guarantee for 10 years. The item incudes the rates for all the required safety measures as per site requirement for fixing the sheet at the site of work. The work shall be got executed through authorised applicator of the product and the agency shall give guarantee of 10 years for the product.The agency shall make all the required safety measures for the workers, complete in all respects in all respects and to the entire satisfaction of the Engineer in charge. Note:- For the above item the contractual agency shall be required to submit waranttee certificate for a period of 10 years for the whole water proofing treatment. 10% security shall be deducted from the payment made to the agency. NS |
| 12 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth upto V level concrete of Grade M-10 With Minimum Cement content 220Kg/Cum.(DSR.4.20.2.1) |
| 13 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.(DSR.4.12) |
| 14 | Extra for addition of synthetic Polyester triangular fibre of length 12mm effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete / RCC / Flooring / water retaining structures by using 125 gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in-Charge.(DSR.4.18) |
| 15 | Providing and fixing of IRC fabric mesh sheet panels of box size 100 mm x 100 mm thickness 3 mm on the existing surface, as per the required sizee as per site requirement, so that the concrete layer is provided on the surface. The IRC fabric mesh,shall be laid as such there is no uplift of the mesh, is to be laid as per the requirement of the site complete in all respectes and to the entire satisfaction of the Engineer in charge. NS |
| 16 | 10 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 @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, 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: With common burnt clay F.P.S.(non modular) brick tile of class designation 10.(DSR.12.16.1) |
| 17 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase.(DSR.12.21.1 |
| 18 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(DSR.15.60) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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