Tender For General-Rehabilitation Of Thazhepalam Old Bridge-Rehabilitation Of Thazhepalam Old Bridge At Tirur Lac In Malappuram District-General Civil Work
Tender Value
53.38 Lakhs
Estimated cost
Bid Submission
21 Nov 2026
8 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Malappuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Rehabilitation Of Thazhepalam Old Bridge-Rehabilitation Of Thazhepalam Old Bridge At Tirur Lac In Malappuram District-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Hand rail, protection and safety works |
| 2 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 3 | 16.18:Replacement of Damaged Concrete Railing. |
| 4 | 14.1.C.1:Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Concrete Mixer in super-structure as per drawing and Technical Specification |
| 5 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 6 | 14.7:Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 7 | OD262267/2025-2026:Providing drainage spout using 63mm dia. PVC pipes working pressure 6kgf/cm2 including all cost of materials, conveyance, labour charges etc complete |
| 8 | 55.26a:Providing and applying elastic, elastomeric membrane forming system with anticarbonation and breathing properties. The system should be based on solvent free acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack bridging type, carbonation resistant, breathable, enviornment friendly, water proofing coating. For anticarbonation, equivalent air layer thickness denoted as R or SD CO2 grater than 50 m and for breathability equivalent air layer thickness denoted as SD H2O shall be less than 4 m for vapour transmitting barrier. The system consists of one coat primer @ 75- 100 g/m2. The consumption of main polymer coating to give film thickness of 200-225 microns (Solid contents- 70%+ -3%) should be approximately. 400-450 g/m2 per two coats depending upon the method of application (either by roller or brush) and surface smoothness of the concrete. The total dry film thickness of the coating system should be minimum 200 microns for the above system. Polymer coating should be in suitable approved shades, including cost of materials, cleaning, chipping and removing the dirt particles of the concrete slab with wire brush and water,labour charges for filling the bug holes, cracks, joints etc with one component polymer modified fine repair and cosmetic mortar, labour for applying the above coating, scaffolding charges,etc. complete as per IRC SP:80 Clause 6.5.1 and Clause 2808 in the Specifications Book for Roads & Bridges published by the Ministry during April 2013. |
| 9 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 10 | 55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete. |
| 11 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm |
| 12 | OD157300/2026-2027:Engaging man mazdoor for clearing and removing all the debris from the periphery of the site. |
| 13 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 14 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 15 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) |
| 16 | 8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. |
| 17 | Bridge Rehabilitation works |
| 18 | OD157380/2026-2027:Scrapping and cleaning old painted surface with sand paper, wire brush, coir brush etc. including removal of all kind of fungi/moss, dirty and shabby looking patches and any kind of old paint from the wall surface fit for applying new coat of paint including labour charges etc. complete. |
| 19 | OD262246/2025-2026:Removing damaged concrete:Loose and delaminated concrete shall be identified and marked before proceeding with theremoval. The loose cover concrete including the loose damaged concrete shall be removed uptobeyond the corroded bars to a minimum depth of 10 mm behind the reinforcement. Onlyaffected concrete shall be removed and conducting proper investigation, (Good & soundconcrete should not be chipped / damaged) by chipping / hacking with chisel and hammer or bymechanical means like light weight chisel hammer, pneumatic chippers, making saw cut atperiphery to avoid feather edge for all height and removal and disposal of debris at designatedlocation including all material, labour, tools, temporary supports for structures, electricity, plantand machineries etc. complete as directed by Engineer-in-charge and/or Consultant. Depth ofchipping may vary from 20 to 100 mm. |
| 20 | OD262250/2025-2026:Rust remover/Rust Convertor:Cleaning of rust / scales / corrosion from reinforcement bars should be carried out using acidbased rust remover, Reebakleens RR of Fosroc or equivalent, or using alkali based rustconverters such as Feovert of Krishna Conchem. The material is to be applied to the rustedmetal bar, using brush and leaving it to dry for 30 Min. & washing surface with fresh water asrequired to exposed reinforcement bar at all heights, including all material, labour, tools,temporary supports for structures, electricity, plant and machineries complete as per detailspecification and as directed by Engineer-in-charge and/or Consultant. The concrete surfacearea containing the cleaned rebars shall be measured for payment. |
| 21 | OD262251/2025-2026:Anti Corrosive treatment to Steel: Providing & applying inhibition coats/system to exposed reinforcement bars & also new bars,after cleaning & removing scales and rust completely as specified in 1.4, Two componentinhibitor Nitozinc Primer std. of Fosroc or MasterEmaco P130 of BASF or equivalent havingspecific gravity of 1.75 and solid content 57(+/-3) Adhesive bond strength > 1.5 N/mm2, 40microns DFT per coat as approved by Engineer-in-charge and/or Consultant shall be used asper manufacturer?s specification in two coats at all heights, including all material, labour, tools,temporary supports for structures, electricity, plant and machineries, necessary surfacepreparation and necessary protection after and during work. The concrete surface areacontianing the rebars where the treatment is carried out shall be considered for measurement. |
| 22 | OD262242/2025-2026:New/Additional steel Reinforcement:Supplying, cutting, fabricating new reinforcement Fe500 for Jacketing, and providing additionalsteel reinforcement to compensate corroded reinforcement in existing member etc. and fixingwith old existing reinforcement which was reduced to 15 % or more of its original diameter asrequired as provided in original structure and additional steels as directed by EIC and/ orconsultant as required tying with 16 gauge annealed binding wire complete as per drawing andspecifications for all heights including all material, labour, tools, temporary supports for structures, electricity, plant and machineries, curing etc. complete as directed by Engineer-inchargeand/or consultant (TMT BARS of various size as required) |
| 23 | OD262238/2025-2026:Anchoring mainsteel and stirrups:Drilling holes of min 4mm larger than new rebar diameter into existing concrete substrate foranchoring of new rebar and depth of Min. 10 times the diameter of rebar and fixing with anchorresin grout Lokfix E (35/55/75) series or Lokfix P or Emfix or chemical anchor material orMasterflow 935 of BASF or equivalent as per NF P 18-831 and NF P 18-836 includingcleaning, cutting, fabricating, chemicals, material, labour, tools, temporary supports forstructures, electricity, plant and machineries etc. complete as directed by Engineer-in-charge and/or consultant for all heights |
| 24 | OD262241/2025-2026:Anchoring Steel & Shear Connectors:Drilling holes into existing concrete structure for anchoring of new rebar with 10 mm dia. shearconnectors at 0.5 Mt. c/c (or as per design recommendation) and fixing with anchor resin groutLokfix P / Lokfix E 75/55/35 series or Emfix or pure epoxy resin based cartridge form chemicalanchor material or Masterflow 935 of BASF or equivalent as per NF P 18-831 and NF P 18-836. Drilling hole for diameter: 14 mm, Drilling hole for depth: 100 mm including cleaning,cutting, fabricating, chemicals, material, labour, tools, temporary supports for structures,electricity, plant and machineries etc. complete as directed by Engineer-in-charge and/orconsultant for all heights |
| 25 | OD262249/2025-2026:Injection Grouting-Cement polymer Cement:Providing and fixing Injection ports/nozzles at honeycombed area, cracks in CC, joints ofchannel and/or in staggered manner on all sides of Member at @ 0.5-0.75 M c/c spacing afterdrilling holes, to facilitate injecting cement-polymer grout, using quick setting material orepoxy putty and providing and executing injection / pressure grouting in prefixed nozzles/portsusing Cement polymer grout (Cement : Polymer ) in proportion of (50:5) with non-shrinkadmixture Cebex 100 or equivalent and adding water for required consistency till no furthergrout is accepted by ports using grout pump, at all heights including all material, labour, tools,temporary supports for structures, electricity, plant and machineries, curing etc. complete asdirected by Engineer-in-charge and/or consultant. |
| 26 | OD262247/2025-2026:Epoxy Injection Grouting:Providing and executing injection/pressure grouting in cracks in the parent concrete by fixingPVC perforated nozzles at 150 mm to 200 mm distance or specified distances as per design anddetailed specifications. Pressure grouting using low viscous epoxy grout Conbextra EP10M ofFosroc or Masterinject 1315 of BASF or Shaligroput EI or equivalent having mix density 1050kg/m3, Compressive Strength (ASTM D695)->50 N/mm2,Tensile Strength (ASTM C 304-97)-18 N/mm2, Flexural strength(BS 6319 Part 4)-45 N/mm2 Pressure grouting shall be done atrequired pressure at all heights, including all material, labour, tools, temporary supports forstructures, plant and machineries, curing etc. complete as directed by Engineer-in-chargeand/or consultant. |
| 27 | OD262239/2025-2026:Polymer Modified Mortar (Pre-Packed):Providing and Applying single component, high strength, fibre reinforced, thixotropiccementitious patch repair mortar that achieves compressive strength minimum of 15 MPa at 1day and 45 MPa at 28 days and capable of applying upto 50mm thick in single layer such asRenderoc SP40 of Fosroc or Master Emaco S 348 of BASF or equivalent, to the preparedconcrete area for thickness up to 50mm, after applying epoxy resin based bonding coat as permanufacturer?s specification, before the bonding agent becomes tack free, initially by handand finally finishing the same with trowel carefully compacting the same around the rebar andfinishing to bring it in line with existing concrete surface on the columns, slabs, beam etc. at allheights, where the thickness of application is less than 50 mm in patches as per specification .Item rate is inclusive of all material including the bond coat, labour, tools, temporary supportsfor structures, electricity, plant and machineries, curing etc. complete and as directed byEngineer-in-charge and/or consultant.(Payment to be made in Sq.M for thickness upto 50mm of PMM for patch area repaired) |
| 28 | OD262240/2025-2026:Microconcrete Reinstatement for thickness more than 50mm for RCC members:-Providing and laying of special repair material micro-concrete for reinstatement of membershaving thickness of repair more than 50mm and jacketing, using Single component, highstrength, high flow cementitious micro-concrete having compressive strength minimum of M40at 28 days such as MasterEmaco 346 or Renderoc RGL / RGS of Fosroc or equivalent, blendedwith washed saturated surface-dry (SSD), graded, low absorption, high density, aggregates ofsize 3mm to 10mm at 50% by weight of micro concrete (if thickness is 100mm or more) andwater as per data sheet and pouring into the shuttering if required than use birds beak type formwork using suitable arrangement or if required using pumping device for uniform flow ofMicroconcrete. The side shuttering can be removed after Minimum of 24 hours, preferably 3days and the bottom shuttering after 7 days ensuring proper bond between the micro concreteand existing concrete substrate at all heights, including all material, labour, tools, temporarysupports for structures, electricity, plant and machineries, curing etc. complete as directed byEngineer-in-charge and/or consultant. (Payment shall be made in Sq.M for thickness upto100mm of Microconcrete of area repaired, ) including shuttering work (Only steelreinforcement shall be paid in other relevant items) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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