Complete Tender Details

Empowering Indian businesses in the procurement ecosystem since 2012

Tendering Authority: Munitions India Limited
Tender ID4080616
Organisation NameMunitions India Limited
Tender BriefRepairing Work Of Bldg. No. 502 By Carbon Fiber Reinforced Polymer (cfrp) Rapping Technology In Nigu Section Inside Factory At O. F. Itarsi.
Last Date For Submission14th May, 2026
Opening Date16 May, 2026
Cost
Document Cost0.00
EMD464690.00
Estimated Cost0.00
Location
CityItarsi
StateMadhya Pradesh

Register to see full details

BOQ Items
#ItemQtyUnits
1Chipping of all loose and spalling of concrete to bottom of slab , beams etc. (wherever required) cleaning of reinforcement , carrying out thorough sand blasting , application of anticorrosive zinc rich epoxy primer to exposed reinforcement including cost of material , labour , equipment tools , scaffolding etc. complete all as per direction of Engineer-In-Charge2334.480Sqm
2Providing and applying anti corrosive treatment to exposed reinforcement portion with one coat of Alkaline RUST CONVERTER Fcouert /rusticide or equivalent on exposed reinforcement after cleaning the surface with wire brush followed by 2coats of anti corrosive epoxy phenolic IP NET RB/ POLYALK FLXOPRIME or equivalent rebar protection coating on exposed inhibitor EPCO KP 100 / POLYALK CP 113 or equivalent over at joining concrete surface etc. complete all as per direction of Engineer-In-Charge2334.480Sqm
3Making up lost section of concrete / mortar with thermoset repair mortar is 1 component thermoset dual shrinkage compensated fibre reinforcement formulation for structural members build up section by hand packing as per manufactures specification applied by men of hand gloves by expert applicator the rehabitated surface should be free from air gaps ,voids should be inline with existing required line and line with existing surface ,including curing cleaning the area etc complete .The work should be carried out with all the safety measures like helmet , safety belt and adequate labour insurance under the supervision of qualified supervisor, specification - a)Compressive strength should be ~65MPa according to EN12190 and C70 according to EN 13892-2. b) Modulus Elasticity in compression should be >20GPa according to EN 13412. c) Tensile strength in flexure should be ~ 8.5MPa for 7 days and ~11MPa for 28 days according to EN 12190 and F10 according to EN 13892-2. d) Tensile Adhesion Strength should be >2,0MPa according to EN 1542. e) Shrinkage should be ~500m at +20c 65% relative humidity after 28 days according to EN 12617-4 . f) Abrasion Resistance should be <6cm3/50cm2 according to EN 13893 and wear resistance should be A6 according to EN 13892-3. g) Thermal compatibility should be >2,0MPa according to EN 12687-1 h) Capillary absorption should be <0,5 kg.m.h according to EN 13057. i)Water penetration under pressure should be 5mm according to EN 12390-8. j)Carbonation Resistance should be dk< control concrete MC (0,45)according EN 13295 etc. complete all as per direction of Engineer-In-Charge 122560.310Kg
4Providing weld mesh as per detailed specification in form of 50X50X12 SWG weld mesh to columns and beams and slab and anchoring it to the element with binding wire of GI plumbers , nails etc. Complete etc. complete all as per direction of Engineer-In-Charge2334.480Sqm
5Providing and fixing chicken mesh made out of 22/24 gauge wire with opening of 25 mm x 25mm or less as approved over junctions of RCC brickwork or any other similar materials , nailing the chicken mesh with wire nails at 200-250 mm c/c prior to plastering , all labour and materials complete etc. complete all as per direction of Engineer-In-Charge2334.480Sqm
14th May, 2026

20 Days Left

WhatsApp