Tender For Remaining Rehabilitation Work Of High And Medium Level Of Cricticality At Rajasthan High Court Building, Jodhpur (Phase -Ii)
Tender Value
96.28 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
2 days left
EMD
1.92 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Remaining Rehabilitation Work Of High And Medium Level Of Cricticality At Rajasthan High Court Building, Jodhpur (Phase -Ii)
BOQ
| Sl. No. | Item Description |
| 1 | Carriage of Building Rubbish ( Lead 10 Km) |
| 2 | Providing and injecting low viscosity Solvent free Epoxy grout of Make FOSROC / SIKA/ Mapei & equivalent in the ratio of resin and hardener by grouting pump at a pressure @ 3- 6 Kg/cm2 or as instructed by EIC etc complete. After grouting is completed after 24 hours, cut the nipples and seal it with polymer-modified mortor of Make FOSROC / SIKA / Mapei& equivalentas per specifications given above.Epoxy Grout should be a low viscous solvent-free two-component epoxy resin with a density of 1050 kg/m³. Ensure the epoxy resin has viscosity < 0.6 poise (ASTM D1200), compressive strength > 70 MPa (ASTM D 695), and bond strength > 10 MPa (ASTM C882). Mixing of epoxy resin components in required quantities should be as per manufacturer's instructions. Fill the grouting gun with epoxy resin and maintain desired pressure. Grout the material through prefixed nozzles in structural elements until refusal. Complete the operation within the pot life of the material.Approximate No. of NRV with MS packers Nozzles. Considering 600 x 600 mm grid at honeycomb area and 150 mm c/c along the crack.(depth of drilling should be 200 mm). The rate including scaffolding/ working platform/safety nets etc. which are required/Alcofine microfine cement, cost of drilling and NRV Nozzle Nipples. |
| 3 | Providing and injecting Cement grout of Make Fosroc/SIKA or equivalent with Microfine cement in the ratio as per specifications with grouting pump at a pressure @ 2 to 4 Kg/cm2 or as instructed by EIC etc complete. After grouting is completed after 24 hours, cut the nipples and seal it with Make Fosroc/ SIKA or & equivalent as per specifications given above. Cemnt grout should have plasticised expanding grout admixture Cebex 100 or equivalent having Chloride content: Nil as per BS:5075, typical unrestrained expansion of upto 4% in general. Grouting to be done till the nozzle refuses to accept the grout.Approximate No. of Nozzles Considering 600 x 600 mm grid on RCC members and 150 mm C/C along the crack. Insert 12 mm dia, 100-175 mm long PVC or equivalent injection packers in cleaned holes with fast setting mortar like Renderoc Plug or equivalent. Cut the packers by cut of wheel after completion of grouting without damaging structural elements. The rate including scaffolding/ working platform/safety nets etc. which are required/Alcofine microfine cement, cost of drilling and Nipples etc all complete. Payment shall be made on acutal quantity of microfine cement consumed. |
| 4 | Providing and fixing chemical rebars shear connectors as per drawing and at all heights as per EIC. using epoxy grout made with Epoxy resin and Hardner. (Hilti or Fosroc or Wurth)For Jacketing of R.C.C. members as per specifications. The rate including scaffolding/ working platform/safety nets etc. which are required. Item includes Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as Simply Supported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS / Designfix Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Installation of chemical rebars shear connectors by using a static mixer provided which mixes in 3:1 ratio of resin to hardener and dispensing with the dispenser provided from Fosroc and insertion of rebar into drilled hole by rotating in clockwise direction. |
| 5 | \\"Re 500/Lokfix E77 -8mm dia 100mm depth |
| 6 | Re 500/Lokfix E77 -10 mm dia 100mm depth |
| 7 | Providing 230 GSM thick single layer Carbon fiber wrap of Make Fosroc/ Sika/ STP or equivalent for Slab, beams, columns with all height cup-lock saffolding after proper and adquate surface preparation by grinding on plane surface and rounding of edges in circular pattern in beams and columns, applcation of primer followed by epoxy putty layer upto 3 mm to level the surface, application of saturent with pesting of carbon fiber sheet. The FRP fabric used shall be of zero degree unidirectional fibers having fiber density of 1.8 g/cc and shall have tensile strength > 4900 MPa ; tensile modulous > 230 GPa and ultimate elongation of 2.1%. The substrate shall be primed with Nitowrap 30 or equivalent epoxy primer & Nitowrap 410 or equivalent impregnating resin saturant shall be used for saturating the fibers.Saturant used shall have tensile strength of >30 MPa; Elongation > 2% ; Flexural strength > 30 MPa ; Tensile Modulous > 2400 MPa & Flexural Modulous > 1700 MPa when tested as per ASTM D638 Type I and ASTM D 790 & Glass Transition Temperature > 50 deg Celcius as per ASTM E 1356.The adhesion of the entire system(FRP Sheet, Saturant and primer combined) with concrete shall be > 3.5 MPa with concrete failure as per ASTM D 4541. Wrapping the CFRP fabric to RCC member at desired orientation using tamping rollers to avoid any air voids etc. and after application of fibre wrapping, Quartz sand sprinkling to be done on the surface for bonding as per direction and satisfaction of Engineer-in-charge, etc, complete . Overlaping of two adjecent sheet shall be minimum 100 mm on either sides. Strip Grid design & wrapping method of fibre wrapping to be vetted from IIT with methodology. |
| 8 | Providing and fixing 14 mm thick Acoustical with fine fissured tiles/ Mineral fibre high density tiles with butt edges false ceiling tiles of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections ( galvanized @ 170 gsm/sqm.) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to center and cross “T” of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm |
| 9 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 10 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 11 | Providing and fixing Carbon Fibre shear Anchors (Make FOsroc/ Mapei or equivalent in CFRP works of 10 mm dia and 100 mm long of High strength hybrid woven fibre carbon fabric mesh with filling of hole with Epoxy Saturant or Equivalent, removing/ drawing out of the entrapped air etc. from the drilled hole all complete as per manufacturer's specifications and direction of Engineer in- charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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