Water Proofing Of Entrance Plaza And Terrace Of Vip Lounge In My Sri Kanshi Ram Ji Smarak Sthal And Fire Water Tank At Dr Bhimrao Ambedkar Samajik Parivartan Sthal
Tender Value
55.12 Lakhs
Estimated cost
Bid Submission
21 Oct 2019
0 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Proofing Of Entrance Plaza And Terrace Of Vip Lounge In My Sri Kanshi Ram Ji Smarak Sthal And Fire Water Tank At Dr Bhimrao Ambedkar Samajik Parivartan Sthal
BOQ
| Name of Work: Water Proofing of Entrance Plaza & Terrace of VIP Lounge in My. Sri Kanshi Ram Ji Smarak Sthal and Fire Water Tank at Dr. Bhimrao Ambedkar Samajik Parivartan Sthal. | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Water Proofing of Entrance Plaza & Terrace of VIP Lounge in My. Sri Kanshi Ram Ji Smarak Sthal and Fire Water Tank at Dr. Bhimrao Ambedkar Samajik Parivartan Sthal. | |||
| 2 | 1.01 | Cleaning and Surface Preparation:\nDismantling exising plaster including disposal of refuse as directed by the Engineer-in-charge with in a distance of 60 m (200ft.) ( The work also includes scrubbing, grinding etc. making the surface completely dust free, repair of all visible cracks by making V groove and filling the same with epoxy putty. All loose material, laitance and concrete from honey combed area shall be removed and made good to the required line & levels as applicable, using Single component, dual shrinkage compensated, fiber reinforced, thixotropic cementitious mortar containing Poly acrylonitrile (PAN) based fibers. All surface should be in same level, groove cutting in parapet walls for the termination of treatments. disposal of debris away from site as directed by E.I.C, cost including unloading from terrace to ground, loading over trolly and freight). | 5000 | Sqm | |
| 3 | 1.02 | Treatment of structural cracks in slab:\nPrior to laying any waterproofing treatment, firstly entire flat terrace should be tested with pond test. Marking the seepage points, detection of all structural cracks in presence of EIC, and repair all cracks as per given method.\nCutting and removal of brick bat layer min 300mm wide to reach upto mother slab for repair works. Making V groove of size 8-10mm wide and 20mm deep , using high speed hand grinder, cleaning of groove, P/F of NRV Nozzles, minimum 50mm deep. Filling of groove by using 2 comp Epoxy based primer and 3 component epoxy based morter like Mastertop 1240 or equivalant, and injection like Masterflow 150 or equivalant , thru NRV Nozzles, using electric injection pump having minimum speed of 500 psi. All works should be executed only thru authorised and experience agency. after all repair and required Polyurea treatment as per given below item, the layer of same brick bat coba layer should be fixed again to make the levels as old for drainage.(Make BSAF/Mapaei/Fosroc.) \n | 56 | Sqm | |
| 4 | 1.03 | Providing and laying special treatment to the Spray applied Polyurea based membrane for the defective areas only to provide additional care and long life.\nSupply and installations of Spray Applied MasterSeal Roof membrane system, a multi-layered system.\nPriming the Surface:-\nApplication of Primer : on above prepaid surface Priming the surface with Masterseal P2525 @ 0.3 kg/sqm followed by sand broadcasting with Mastertop SRA No.3 @ 1 kg/sqm of BASF Masterseal P2525 or equivalent. | 24 | Sqm | |
| 5 | 1.04 | Spraying of Polyurea membrane on repair area of crack min 300 mm wide and length as required.\nP/A Applying a highly elastic, ultra fast curing, CE Marked, 100% polyurea membrane with GRACO UNIFORM RATIO REACTOR SPRAYERS whereas the membrane should have the following properties. \nShore A hardness >90 and Shore D hardness >40 \nTensile strength (DIN53504) of > 20N/mm2\nElongation of >350% as per DIN 53504 \nTear strength > 50 N/mm as per DIN53515. \nThe membrane shall also be tested as per the following parameters\nEN 13529 for contact with different liquids\nEN 13501-1:2007 + A1:2009 for classification to fire performance\nBS EN ISO 11925-2:2002 for ingnitability of building products\nBS EN ISO 9239-1:2002 for determination of burning behaviour\nEN 1504-2 SUrface protection products for Coatings\nEN 1062-7 (B) for Dynamic crack bridging\nEN 1062-7 (A) for static crack bridging\nEN 1062-6 for CO2 permeability (SD)\nMake: Fosroc/BASF/Mapaei | 24 | Sqm | |
| 6 | 1.05 | TREATMENT OF FLAT ROOFS\nP/A like BASF Masterseal 551 or equivalent, Minimum 1mm thick two component polymer modified elastomeric cementitious waterproofing coating of approved make, applied min two coats on the leveling screed concrete as per manufacturer's specification and conforming to the following parameters:\n(i) minimum adhesion strength of 1 N/mm2\n(ii) minimum tensile strength of 1.8 N/mm2, sanwiching 45 GSMglas fiber mesh in between the 2 coats. \n (Make BSAF/Mapaei/Fosroc.) | 5000 | Sqm. | |
| 7 | 1.06 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operation:\n(d) Finishing the surface with 20 mm thick jointsless cement mortar of mix 1:4 (1 Cement: 4 Coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engnineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. | 5000 | Sqm. | |
| 8 | 1.07 | UG Tank Repair Waterproofing\nCleaning of underground sump, Over Head R.C.C Tank (independent staging )includes disposal of slit and rubbish , all as per the direction of Engineer-in-Charge .The cleaning shall consist following operations :- \n(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. \n(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. \n(iii) Chlorination of RCC internal surface by liquid chlorine.\n(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.\n(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction by Engineer-in-charge. | 325 | Sqm. | |
| 9 | 1.08 | Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 = 45 MPa and adhesive bond strength Class R3 = 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. \nFor Sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @ 0.05kg/running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. | 60 | Sqm. | |
| 10 | 1.09 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement , water tanks, roof slabs , podiums, reservior, sewage & water treatment plant , tunnels /subway and bridge deck etc. prepared by mixing in the ratio of 5 :2 ( 5 parts integral crystalline slurry :2 parts water)for vertical surfaces and 3 :1 ( 3 parts integral crystalline slurry 1 part water ) for horizontal surfaces and applying the same from negative(internal)side with the help of synthetic fiber brush. The material shall meet the requirements as specified inACI-212-3r-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on neagative side. The crystalline slurry shall be capable of self-heating of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. \n(a) For vertical surface two coats @0.70 kg per sqm | 216.66 | Sqm. | |
| 11 | 1.1 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement , water tanks, roof slabs , podiums, reservior, sewage & water treatment plant , tunnels /subway and bridge deck etc. prepared by mixing in the ratio of 5 :2 ( 5 parts integral crystalline slurry :2 parts water)for vertical surfaces and 3 :1 ( 3 parts integral crystalline slurry 1 part water ) for horizontal surfaces and applying the same from negative(internal)side with the help of synthetic fiber brush. The material shall meet the requirements as specified inACI-212-3r-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on neagative side. The crystalline slurry shall be capable of self-heating of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. \n (b) For horizontal surface one coat @1.10 kg per sqm. | 108.34 | Sqm. |
AI Tender Summary
Tender Timeline
Oct 12, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 22, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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