Tender For Repair And Rehabilitation Of The Existing Major Bridge At Km. 52+045 Of Nh-351G In The State Of Gujarat On Item Rate Mode.
Tender Value
2.86 Crore
Estimated cost
Bid Submission
12 Aug 2026
15 days left
EMD
2.87 Lakhs
Bank guarantee accepted
Document Fee
3600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amreli → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Rehabilitation Of The Existing Major Bridge At Km. 52+045 Of Nh-351G In The State Of Gujarat On Item Rate Mode.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle. |
| 2 | Portable barricade in construction zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section,1.5m in height, horizontal rail painted (2coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 ) |
| 3 | Diversion of water course, providing cofferdam and bund or island as may be necessary for foundation and maintaining the same for the period as may be necessary. (F) Abutment Left (including returns/ wing walls) |
| 4 | Scaffolding: - Providing, erecting and dismantling safe H frame and / pipe scaffolding including working platform for external area of bridge pier/ pier cap / girders to facilitate all works etc. completed, Measurement for payment shall be considered as per detailed specification. (Property of contractor, and repetitions will be paid per pier / span) (for Every 1 m extra height, increase the rate by 50 rupees/ meter height) A) up to 7.0 mt. |
| 5 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres) |
| 6 | Removal of damaged concrete: - Removal of existing concrete along with loose damaged and cracked concrete / cover concrete at all specified locations up to beyond the corroded steel reinforcements by chipping / hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic chippers including scaffolding, high pressure water jetting to chipped concrete and reinforcement and removal and disposal of debris within owner’s premises incl. all plant & machineries. Hard concrete shall not be removed. However, if the rebar is corroded, concrete around it shall be removed. Depth of chipping will vary from 100 to 120 mm including spalled thickness complete with labour, tools, machinery etc. all. as directed by Engineer-in-charge. The edges of the repair locations should be saw cut to a depth of at least 10 mm to avoid feather edging and to provide a square edge.Removal of dust, loose particles, algae growth etc. from concrete surface manually by wire brush, mechanically or any other means to obtain a sound surface over areas other than above. |
| 7 | Rust Removal & Steel Protection:- Cleaning as directed & specified all corrosion / rust / scales from reinforcement bars using rust remover Reebakleens RR of Fosroc make or Rust clean of BASF or equivalent material of approved makes leaving to dry for 30 mins & washing surface with fresh water as required to exposed reinforcement bars complete as specified also providing & applying inhibition coats/system to exposed reinforcement bars after drying & also new bars after cleaning & removing scales and rust completely as specified. Two component inhibitors Concresive ZRI equivalent material of BASF make as approved by engineer shall be used as per manufacturers specification in two coats including all labour tools tackles, necessary surface preparation & necessary protection after & during repair work. |
| 8 | Epoxy bonding agent of new concrete to old concrete. The applied bond agent should possess min properties as below: Shear Strength - @ 7 days 20N/mm2 Flexural Strength - @ 7 days 35 N/mm2 Compressive Strength - @ 7 days 50N/mm2 (The new repair mortar/concrete should be applied within overlay time of epoxy bonding agent mentioned as per manufacturer's datasheets) |
| 9 | Providing and casting in situ-controlled Cement concrete M-30 for Jacketing of Pile as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete. (B) Height from 0.0 to 5.0 M. (As per R&B Design Circle Approved List of Repair Items Item No. 11) |
| 10 | Providing and placing in position Fe500D TMT bar reinforcement including cutting, bending, hooking, and tying complete as per detailed drawing for all structural components as per repair methodology and as directed by engineer in charge. |
| 11 | Providing and applying shrinkage compensated Fiber reinforced polymer modified wet spray repair mortar of FOSROC like Renderoc SP-40 or any other equivalent material on the prepared surface at thickness of 50 mm and curing with curing compound. The repair mortar used shall be single component and shall be mixed with water at water powder ratio of 0.18. The cured product shall have following properties: (1) Drying shrinkage < 1000 micro strain as per ASTM C 157- 93 (2) Compressive strength > 20 Mpa at 1 Day 40 MPa at 28 Days as per BS1881 (3) Flexural Strength > 7 Mpa at 28 days as per ASTMC 348 (4) Bond strength > 6 MPa as per ASTM C 1042, etc complete. (5) Tensile strength > 2.5 MPa at 28 days as per BS6319 (5) Fire Rating - Class A1 (EN1504-3) (5) Product used shall have CE (CE-29842) marking and compliance according to Construction Products Directive 89/106/EEC (CPD) |
| 12 | Providing And lying of polymer modified micro concrete like Renderoc RG(L) of Fosroc) / Master Emaco S346 / T 288 of BASF / or equivalent material of Krishna Conchem blended with washed saturated surface dry (SSD), graded, low absorption, high density, aggregates of size 5 mm to 12 mm at 50 % by weight of micro concrete and water at 4 lit. per 25 kg bag and pouring into the form work using suitable Arrangement or if required using pumping device for uniform low of micro concrete. The side shuttering can be removed after 3 days and bottom shuttering after 7 days ensuring proper bond between the micro concrete and the existing concrete sub strate. Item rate is inclusive of the materials all labour, supervision, tools and tackles and transportation including shuttering etc. complete as per specification and as directed by EIC. (Considering Avg. Thickness of 75 mm) |
| 13 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy. |
| 14 | Sealing of cracks / porous concrete by epoxy grout injection process through nipples/Grouting complete as per technical specification. |
| 15 | Providing & Application of U Wrap till L/4 from the edge of the Girder with 230 GSM Unidirectional Carbon Fiber Reinforce C Fab 230 of Reliance Industries Ltd or equivalent along with fiber anchors with following properties after necessary Surface Preparation & Putty Filling. Aerial Weight: 230 g/m2 Tensile Strength (Composite Laminate) : > 450 MPa E-Modulus (Composite Laminate): > 35 GPa |
| 16 | Carbon Fiber Laminates for structural strengthening - Providing and applying 5mm thick and 105 mm wide Carbon Fiber Pultruded Laminate strips RELinforce C Lam 105/5 of RIL make or any other equivalent material of make approved by Engineer in-charge applied to the prepared substrate using thixotropic epoxy adhesive. The FRP laminate used shall be of zero-degree unidirectional fibres having (1) Volumetric Fiber content of >65% (2) Tensile strength of 1500 MPa (3) Tensile modulus of 160 Gpa (4) Compressive strain to failure % shall be 0.8. The thixotropic epoxy bonding adhesive shall be applied at 2-3 mm thickness for adhering the laminate to the substrate. (1) The adhesion of the entire system (Laminate and adhesive combined) with concrete shall be > 1.5 - 2 MPa with concrete failure as per ASTM D 4541. (2) The adhesive used shall have tensile modulus > 4100 Mpa (ASTM D638) (3) Tensile Strength > 50 MPa (ASTM D790). Note: Surface to be rendered using epoxy putty like RELinforce EP Putty of RIL or equivalent make. No site made. |
| 17 | Providing and applying anti-carbonation, anti-fading, mold resistant, heat insulating, and 100% acrylic breathable decorative external waterproof coating of approved shade having Viscosity @Room Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance properties for coating materials and coating systems for open to atmosphere surface of substructure as well as superstructure as per DIN EN 1062-6 (2002-2010) by a NBA Grade \\"A\\" accredited institution. |
| 18 | Gabian structure for Erosion Control, River Training Works and Scour Protection works (Providing and constructing Gabion structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1 mt. compartments by cross netting, made from 4 mm galvanised steel wire @32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.) |
| 19 | Lifting of super structure (Girder slab type, Solid slab, Box type or any other) using jacks, power packs, packings and required equipment, tool, plants etc all. The lifting shall be done in such a manner that, proper workmanship for replacement of bearing and pedestals can be achieved. all safety measures for keeping the superstructure safe in lifted position must be ensured. the rate includes lowering the superstructure after completion of repair works for Pier cap, Pedestals, Pier etc. The rate shall include all material, labour, jacks, power packs, equipment, DG set for electricity, packings, levelling the surface using structural steel plates etc. all complete as per satisfaction of engineer in charge. |
| 20 | Providing and fixing in position fully moulded restrained elastomeric Bearings as per detailed drawings. |
| 21 | Replacement of Expansion Joint :- Dismantling the Existing Expansion Joint by Pneumatic Breaker without damaging to the existing reinforcement and removal by cutting with Gas Cutter and Breaking of Concrete up to 0.5 m on both side of joint by Mechanical means including Disposal of malba/ debris and Fixing of New Strip Seal Expansion Joint as per drawing including necessary welding, rebaring, fixing of Shuttering & centring and Providing, laying, mixing, vibrating, curing and roughening the surface of reinforced cement concrete (with ordinary Portland cement @ 500 kg/m ^3) of grade 53 to required levels and shape at all height and depth using 20 mm max size graded aggregate as specified and directed in repair of expansion joints etc. with Ready Mixed (Automatic batch mix Plant) of M-50 grade(25Mpa minimum 1 day.) rapid hardening type concrete and self - flowable properties with minimum flow of 450 mm at the time of pouring with bonding coat between old and new concrete curing complete as per the direction of the Engineer -in-Charge. |
| 22 | Painting two coats on new concrete surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 23 | Providing / Replacement of Existing G.I. 100mm diameter water spouts including necessary iron gratings as per drawings. |
| 24 | Providing and carrying out load test on bridge deck with simulated loading including provision, placing and removal of loading, supplying, fixing and removing deflection measuring instruments etc. complete with platforms for fixing the instruments etc. complete as per the details supplied and specification and as directed by Engineer and including submission of required results in triplicate after satisfactory completion of the load test. |
| 25 | Providing flood gauge marks on substructure as per design including painting complete. |
| 26 | Regulatory / Mandatory Sign: - Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminium composite Panel); size 60 cms Dia Circle as per design of IRC-67-2012. Pretreated with phosphating process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with Micro Prismatic Grade retro reflective sheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg. including excavation, curing etc. Complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3-year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting |
| 27 | Diversion sing board: - Providing & Fixing sign boards made out of 2 mm aluminium sheet, size 180 x 60 cms. rectangle as per the attached drawing pretreated with phosphating process & acid etching. coated with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1 mt. long (2 nos) stand post and frame fabricated from iron angle of 35 x 35 x 3 mm, 50 x 50 x 5 mm painted with best quality epoxy coatings in black and white bends. The fixing at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each leg, including excavation curing etc. complete under the supervision of engineer in charge. (A) Engineer Grade (VR)... |
| 28 | Dismantling of Structures (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) (For RCC Approach Slab) |
| 29 | PCC M15 Grade levelling course below approach slab complete as per drawing and technical specification. With Batching Plant, Transit Mixer and Manual placing |
| 30 | Reinforced cement concrete approach slab of concrete grade M-30 including reinforcement and formwork complete as per drawing and technical specification. |
| 31 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)For Bituminous Course |
| 32 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)For Granular Course |
| 33 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) |
| 34 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 35 | Granular Sub-base with Close Graded Material (Table: - 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401). |
| 36 | Wet Mix Macadam laying Using by Grader (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density.) (in two layer each layer of 125 mm) |
| 37 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 38 | Tack Coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) |
| 39 | Providing and laying Dense Graded Bituminous Macadam-II (each layer not more than 75 mm) with 100-120 TPH batch type HMP /Drum mix Plant 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.30 grade @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Grading – II (ii) including cost of tack coat @ rate of 2.00 Kg./sqm (ii) Grading - ii (50-75mm thickness using 4.5% Bitumen). |
| 40 | Bituminous Concrete Grading -II (Providing and laying 50 mm thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) |
| 41 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.) |
| 42 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 43 | Excavation for Structures (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 and backfilling with approved material.) (In Hard rock requiring blasting) |
| 44 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (M 15 Grade PCC) |
| 45 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 46 | Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. 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) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.) |
| 47 | Laying Reinforced Cement Concrete Pipe NP4 / prestressed concrete pipe on first class bedding in single row (Laying Reinforced cement concrete pipe NP4 for water diversion on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete) (For 1200 mm dia. Pipe) |
| 48 | Diversion Ahead Sign: - Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminium composite Panel); size 180x60 cms. rectangular as per design of IRC-67-2012. Pretreated with phosphating process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro reflective sheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.1 mtr long stand post (2 Nos.) of 50 x 50 x 5mm / 50NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg. Including excavation, curing etc. Complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3-year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting |
| 49 | Providing and fixing guard stone as per I.R.C. type design including white washing etc complete. (ii) Fixing in C.C. 1:5:10 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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