Tender For General-Rehabilitation Work Of Kuniyilkadavu Bridge And Kanayankode Bridge In Koyilandi Lac At Kozhikode District-General Civil Work-General Civil Work
Tender Value
88.97 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
5 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
Kozhikode → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Rehabilitation Work Of Kuniyilkadavu Bridge And Kanayankode Bridge In Koyilandi Lac At Kozhikode District-General Civil Work-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Rehabilitation work |
| 2 | 2.4.2.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means |
| 3 | 2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means |
| 4 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. |
| 5 | OD263608/2025-2026:Anchoring Steel & Shear Connectors: Drilling holes into existing concrete structure for anchoring of new rebar with 10 mm dia. shear connectors at 0.5 Mt. c/c (or as per design recommendation) and fixing with anchor resin grout Lokfix P / Lokfix E 75/55/35 series or Emfix or pure epoxy resin based cartridge form chemical anchor 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/or consultant for all heights |
| 6 | OD263606/2025-2026:Removing damaged concrete:Loose and delaminated concrete shall be identified and marked before proceeding with the removal. The loose cover concrete including the loose damaged concrete shall be removed upto beyond the corroded bars to a minimum depth of 10 mm behind the reinforcement. Only affected concrete shall be removed and conducting proper investigation, (Good & sound concrete should not be chipped / damaged) by chipping / hacking with chisel and hammer or by mechanical means like light weight chisel hammer, pneumatic chippers, making saw cut at periphery to avoid feather edge for all height and removal and disposal of debris at designated location including all material, labour, tools, temporary supports for structures, electricity, plant and machineries etc. complete as directed by Engineer-in-charge and/or Consultant. Depth of chipping may vary from 20 to 100 mm. |
| 7 | OD263609/2025-2026:Polymer Modified Mortar (Pre -Packed):Providing and Applying single component,High strength,Fiber reinforced,thixotropic cementitous patch repair moratar that achieve compressive strengthminimum 15 Mpa at 1 day and 45Mpa at 28 days and capable of applaying up to 50mm thick in single layer such as rendroc SP40 of fosroc or Master Emaco S348 of Basf or equilent to the prepared concrete area for thickness up to 50mm after applying apoxy resin based bonding coat as per manufacture 's specification befor the bonding agent become tack free ,initially by hand and finaly finishing the same with trowel care fully compacting the same around the rebar and finishing to bring it in line with existing concrete surface on the columns ,slab,beam etc,at all heights ,where the thickness of application is less than 50mm in patches as per specification .Item rate is inclusive of all materials including the bond coat , labour , tools ,temperory supports for structures, electricity,Plant and machineries,curing etc.Complete and directed by Engineer in charge and/or consultant .(Payment to be made in square meter for thickness up to 50mm of PMM for patch area repaired) |
| 8 | OD263612/2025-2026: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 forstructures, electricity, plant and machineries, curing etc. complete as directed by Engineer-incharge and/or consultant (TMT BARS of various size as required) |
| 9 | OD263607/2025-2026: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. |
| 10 | OD263610/2025-2026: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.Data as per approved data of Rehabilitation of Kalluthankadvu bridge. |
| 11 | OD263605/2025-2026: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) |
| 12 | 8.4.4:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 80 mm x 60 mm rectangular |
| 13 | OD263614/2025-2026: Removing white or colour wash by scrapping and sand papering and preparing the surfacesmooth including necesssary repairs to scratches ect complete. (Data derived from DAR Civil 13.88,) |
| 14 | OD338838/2025-2026:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 15 | OD338839/2025-2026:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shadeOld work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface |
| 16 | OD263604/2025-2026:Providing and fixing hanging platform for inspection of repair works using steel hollow sections and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be equipped with accessibility provisions with ladders and the same shall be stiffened with bracings, runners, connection with the bridge deck etc. at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The horizontal area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 17 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 18 | 55.10.2:Providing and erecting retro-reflectorised Object Hazard Marker 450mm 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. 450mm x 900 mm |
| 19 | OD263613/2025-2026:Filling pot holes with bituminous ready mix compound 25 kg bag and compacting by ramming to get a compact surface including of the cost of all material labour charges etc complete |
| 20 | 2.4.4.E:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dismantling stone pitching/ dry stone spalls. |
| 21 | 14.6:Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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. |
| 22 | OD263603/2025-2026:Replacement of rusted portion GI drainage Spout using 50mm PVC pipes working pressure 6kg/sqcm including cost for the removal of corroded drainage spout, cleaning the surface, insertion and fixing of PVC pipes and filling the gaps with PMM, cost for necessary supports, conveyance labour charges etc. all complete. |
| 23 | 55.38a:Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. |
| 24 | OD274415/2025-2026:Removal of old expansion joint including the breaking of concrete, cutting of lugs and shifting of broken material etc. |
| 25 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means<br> |
| 26 | 5.7.1:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. |
| 27 | 5.2.c:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.30 - 0.35 kg per sqm on the prepared Cement Concrete pavementcleaned with mechanical broom. |
| 28 | OD274414/2025-2026:Providing expansion joint with Aluminium sheet 16 gauge thick 7.5m long and 50cm wide and bending sheet to required shape with slot of size 10cm*3cm @30cm c/c placing in position etc complete including cost and conveyance of all materials all charges for filling the joint with Expansion joint filler board including all labour charges asper the direction of departmental officers at site. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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