Various Repair works in Backside Damaged Columns and Beams of Food Building Rajasthan Secretariat, Jaipur
PWD · Jaipur, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.8Cr
- EMD: ₹7.7L
- Published: 07 Nov 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 00:19 UTC
- Ministry: Government of Rajasthan
- Department: Public Works Department
- Office: PWD City Circle, Jaipur
Description
Repair and strengthening works to damaged columns, beams and other building elements at the Food Building, Rajasthan Secretariat, Jaipur. The work includes concrete repair, grouting, reinforcement, rebarring, waterproofing and expansion-joint works. Estimated cost is Rs. 384.16 lakh; completion period is 9 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Registration of Firm, E-Grass receipt for tender cost, E-Grass receipt for processing fee, E-Grass receipt for earnest money, GST Registration, Detailed rate analysis of quoted rate
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (39)
- Nozzle Fixing Providing and inserting 12mm dia nipple in honey comb area recommended by into cracks/honey-comband along crack line including required díametre required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple and allow it to cure complete as per direction of Engineer-In-Charge. — Qty: 7371 Nos
- Injection Grouting: Injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comband along crack line including required diametre required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. — Qty: 5159.7 Kg
- Polymer Modified Micro-Concrete: Providing andlaying of polymer, modified micro-concrete or equivalent material blended with washed, saturated surface-dry (SSD), graded, pouring into the form work using suitable pumping device for uniform flow of concrete. The side shuttering can be removed after 3 days and the bottom shuttering after 7 days ensuring proper bond between the micro concrete and existing concrete substrate. Item rate inclusive of all materials, labours, supervision, tools, tackles, transportation, curing, etc., complete as per specification and as directed. — Qty: 61 Cum
- Expansion Joint-Providing 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 as per 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 multi directional 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 e — Qty: 28 MTR
- Repair to damaged RCC slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :- i) Choping losse and cracked concretee to required depth, cleaning the exposed surface of steel and concretee with wire brush and sand papering , cleaning of concretee surface with water as necessary and getting dried. ii) Applying Epoxy primer on the exposed steel bars. iii) Applying Epoxy hardener and resin mix (as per manufectureds specification) on concretee and steel bars with brush. iv) Spreading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day. v) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete. vi) Cure the plastered surface for 15 days, All work including scaffolding etc. complete in all respect. — Qty: 1082 Sqm
- Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the billets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) — Qty: 22300 Kg
- Rebarring work in old R.C.C structures including making bore hole to adjust required bar diameter and filling a good quality filler to provide a tensile strength as per requirement and fix the Bar to the section including cost of bars. 16 mm bar — Qty: 5840 Nos
- Rebarring work in old R.C.C structures including making bore hole to adjust required bar diameter and filling a good quality filler to provide a tensile strength as per requirement and fix the Bar to the section including cost of bars. 20 mm bar — Qty: 1200 Nos
- Rebarring work in old R.C.C structures including making bore hole to adjust required bar diameter and filling a good quality filler to provide a tensile strength as per requirement and fix the Bar to the section including cost of bars. 8 mm bar — Qty: 10000 Nos
- Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with glass fiber matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane. 3 mm thick — Qty: 1430 Sqm
- Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30 Kg/Sqm. Of VG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineerin- charge. — Qty: 1430 Sqm
- Dismantling tar felt over roofing complete including stacking of serviceable material and disposal of unserviceable material within 50-meter lead. — Qty: 1430 Sqm
- Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course. — Qty: 338 Sqm
- Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. — Qty: 317 Sqm
- Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. — Qty: 675 Sqm
- Providing ,arranging and erecting 50mm dia M.S. pipe cup lock shuttering arrangement above the ground level upto the height given below. The girding arrangement of cup lock system should have 2.50 meter 3.00 meter long coupling pipes and 0.90mt long lacer pipe (Horizontal bracing pipes) reconnected in both ways so as to make a square grid of size 0.90x0.90 meter in plan. The Horizontal bracing and lacer pipes should have a maximum spacing of 1.50 meter c/c both ways. The bottom of the coupling pipe must rest over a firm support at ground. the shuttering plates of 900mmx600mm size duly braced by angle supports and should rest over 50mmx50mm size wooden logs supported by 75x40x6mm size channels and — Qty: 278 Sqm
- Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead: For thickness of tiles 10mm to 25mm. — Qty: 210 Sqm
- P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete size 600 mm X 600 mm — Qty: 210 Sqm
- Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. — Qty: 450 Sqm
- Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20 mm thick. — Qty: 773 Sqm
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