Remaining Rehabilitation Work of High and Medium level of criticality at Rajasthan High Court Building, Jodhpur (Phase -II)
Rajasthan State Road Development & Construction Corporation Limited (RSRDCC) · Jodhpur, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹96.3L
- EMD: ₹1.9L
- Published: 05 Nov 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 07 Nov 2026 04:04 UTC
- Department: Rajasthan State Road Development & Construction Corporation Limited
- Office: General Manager, RSRDCC Ltd., Jaipur
Description
Remaining rehabilitation work of high- and medium-criticality areas at the Rajasthan High Court Building, Jodhpur. The work includes structural repair and strengthening, grouting, corrosion mitigation, non-destructive testing, and associated site protection and documentation. The BOQ is percentage-rate based.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Work order and BOQ for similar work, Completion certificate for similar work, Inspection Summary report (NDT reports), Work programme chart, Methodology, Designing and drawings, Structural safety/stability/integrity certificate from a structural auditor of IIT Roorkee, Mumbai, Chennai, Kanpur or Delhi
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (12)
- 2 — Qty: 4 5
- Carriage of Building Rubbish ( Lead 10 Km) — Qty: 200 Cum
- 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 pac — Qty: 3000 KG
- 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 — Qty: 2000 KG
- 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 — Qty: 0.0001 Nos
- "Re 500/Lokfix E77 -8mm dia 100mm depth — Qty: 1200 No.
- Re 500/Lokfix E77 -10 mm dia 100mm depth — Qty: 500 No.
- 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 — Qty: 300 Sqm
- 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 — Qty: 350 Sqm
- Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete — Qty: 3050 Sqm
- 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. — Qty: 500 Sqm
- 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. — Qty: 500 Nos
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