Tender For Special Repair Work Of The Previously Constructed 14 X 19.4 M Span High-Level Bridge Over The Gerua River, Under The Atal Chowk Road To Gerua River Link Road At The 19Th Kilometer Of The Pathargama-Basantrai- Koriyana-Bishwashkhani- Narot
Tender Value
1.63 Crore
Estimated cost
Bid Submission
30 Oct 2026
2 days left
EMD
3.28 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Godda → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Work Of The Previously Constructed 14 X 19.4 M Span High-Level Bridge Over The Gerua River, Under The Atal Chowk Road To Gerua River Link Road At The 19Th Kilometer Of The Pathargama-Basantrai- Koriyana-Bishwashkhani- Narot Ur (Bihar Border) Road Under Road Division, Godda For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | SHEEET PILLING TO MAKE COFFER DAM:Supplying of sheet piles, transportation, handling and stacking. Guide frames, driving and pitching, interlocking, sealing-waling, strutting and bracing. Maintenance during construction. Extraction and removal after completion. Labour, plant, equipment and all incidental works.Rate to include providing M.S. sheet piles.driving to required depth, forming watertight cofferdam. Bracing and strengthening. Extraction after completion.All labour, materials, equipment, leads, lifts, taxes and incidentals necessary for satisfactory completion of the work.Item No. 023022(RLY SOR 2019, Ch. 2, Pg. 8 of 14) |
| 2 | DEWATERING:Water inside the cofferdam shall be removed by pumps of adequate capacity.Continuous dewatering shall be maintained during execution of foundation works.The Contractor shall ensure that dewatering does not cause instability of surrounding soil or structures.The rate to include material labour tools tacles all complete.RCD SOR 2026 P&M- 222 |
| 3 | E/W: SOIL EXCAVATION TO WORKING DEPTH OF 1.6m FR RIVER BED LEVELThe work shall consist of excavation of all types of river bed materials including sand, silt, clay, loose soil, deposited materials and soft strata from within the sheet-piled cofferdam area for construction of bridge pier foundations.Excavation shall be carried out using hydraulic excavator (Poclain/Forkland type excavator) and supplemented by manual labour wherever machine excavation is not feasible, to a working depth of 1.60 m below the existing/formed river bed level or more as directed by the Engineer-in-Charge. Rate to include labour tools and tackles, fuel all complete.Mechanical Means.RCD SOR 3.13 (V) B |
| 4 | ELECTRIFICATION AND POWER SUPPLYThe work shall consist of providing, installing, operating, maintaining and removing a suitable capacity 3-phase Diesel Generator (DG) Set complete with all accessories for supplying uninterrupted electrical power for bridge pier construction activities within the cofferdam area.The power supply shall cater to operation of dewatering pumps, welding equipment, cutting machines, power tools, construction equipment, temporary site offices, safety systems and illumination of the working area during day and night operations.NS Item |
| 5 | SCAFFOLDING:Providing and fixing double scaffolding system (Cup lock type) on the exterior side, up to seven store height made with 40 mm dia M.S tube 1.5 M centre to centre, horizantal & vertical tubes, joining with Cup and lock system with M.S tube , M.S Challies, M.S clamps and M.S staircase sytem in the scaffolding for working plateform etc and maintaning it in a serviceable condition for the requirded duration as approved and removing their after. The scaffolding system shall be stiffened with bracings, runners, connection with building etc where ever required for inspection of work at requied location with essential safety features for the workman etc. Complete as per direction and approval of Engineer - In- Charge. The elevatioanl area of the scaffolding shall be measured for payment purpose. The payment will made once erespective of duration of scaffolding.DSR 12.72 |
| 6 | SURFACE PREPARATION OF CONCRETE PILES:Chipping of unsound/weak concrete material from slabs,beams, columns etc. with manual Chisel and / or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including clearing the exposed concrete surface and reinforcement with wire brushes etc and disposal of debris for all lead and lifts all complete as per direction of Engineer- in - Charge. 50 mm average thicknessDSR 26.28.2 |
| 7 | SURFACE PREPARATION OF EXISTING STEEL:Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer - In- Charge. Bars above 12 mm diametersDSR 26.29.2 |
| 8 | PROVIDING EXTRA STEEL:Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.RCD SOR 2026 12.42 |
| 9 | REBARING WITH CHEMICAL ANCHOR GROUTDrilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 12mm dia. DSR 26.30.1 |
| 10 | INSTALLATION OF SACRIFICIAL ANODE:Sacrificial Anode shall have to be immersed in water for atleast 10 min before its application.Like Galvashield XP or equivalent of LAGREENS has to be tied carefully to clean reinforcement surface by wrapping around and twisting the wires connecting it. Galvashield XP has to be placed in location which is to be determine by the half shell potential meter after checking its current through influence area.NS Item |
| 11 | ANTI-CORROSIVE PROTECTIVE COATING:Finishing with Epoxy Paint ( two or more Coats) at on location prepared and applied as per manufactures specifications including appropriate priming coat , preparation of surface etc complete on concrete workDSR 13.52 |
| 12 | EPOXY BONDING AGENT Epoxy bonding of new concrete to old concreteRCD SOR 2026- 17.11 |
| 13 | PRE PACKED POLYMER MORTARApplying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete 25 mm (avg.) thickness in single layerRCD SOR 2026- 17.10 |
| 14 | FIXING INSERTING NIPPLESProviding 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/EpoxyRCD SOR 2026- 17.04 |
| 15 | EPOXY INJECT GROUTSealing of crack/porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1RCD SOR 2026- 17.07 |
| 16 | MICRO- CONCRETINGMicro Concrete Encasement Mixing and pouring La Struc Rep MC 60 by mixing 10mm down aggregate @25% by the weight of Micro-concrete and water as per datasheet by slow speed stirrer. The rate to include material, labour tools & tackles all completeNS Item |
| 17 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and StrutsBCD JH 2026- 5.3.17.6 |
| 18 | Grinding the surface to make it smooth free from all protrusions by mechanical cup grinder. The rate to include material, labour, tools and tackles all completeNS Item |
| 19 | Supplying and applying single coat of La Strucwrap Primer (after mixing two components thoroughly by a slow speed stirrer) by a brush and roller after thorough mixing. The rate to include materials, tools, tackles, labour all completeNS Item |
| 20 | Supplying and applying for rendering with thin Epoxy Putty of Lagreens India Pvt Ltd over La Structwrap primer to further smoothen the surface making it free from pin holes, blow holes imperfection at edges etc.as per manufacturer's specification.(Rate is on the measurement on gross area.)NS Item |
| 21 | Apply single coat of Strucwrap Epoxy Saturant and wrapping a single layer of La Strucwrap CF of LaGreens India Pvt. Ltd. Carbon fibre cloth of 230 GSM taking care there is good bonding with the substrate without any warping or, air gaps. The direction of the Carbon Fibre should to be as per the design requirement as directed by the E.I. Supplying and applying 2nd coat of Strucwrap saturant on the Carbon fibre when the 1st coat is still wet.NS Item |
| 22 | Supplying and applying single coat of La Strucwrap Primer (after mixing two components thoroughly by a slow speed stirrer) by a brush and roller after thorough mixing. The rate to include materials, tools, tackles, labour all completeNS Item |
| 23 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. 25 mm average thickness in 2 layers.DSR 26.32.2 |
| 24 | Protective coating Apply single coat of Laprime coat followed by two coats Lagreencoat AC entire deck slab and Girder (Silicon based coating with anti carbonation property. Girder areasNS Item |
| 25 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)RCD SOR 2026- 14.21 |
| 26 | Painting on concrete surfaceProviding and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. RCD SOR 2026- 14.16 |
| 27 | 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.) by manual means(i) Ordinary SoilDepth upto 3 m RCD SOR 2026- 12.01 I A(i) |
| 28 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15PCC Grade M15 using batching plant & manual placingRCD SOR 2026- 12.08 A Case II |
| 29 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry RCD SOR 2026- 12.07 (b) |
| 30 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsRandom Rubble Masonry RCD SOR 2026- 13.04(A) |
| 31 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m PCC Grade M20 using batching plant, transit mixer & concrete pump RCD SOR 2026-13.05 B(p) |
| 32 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (A)Granular Material RCD SOR 2026- 13.09(A) |
| 33 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specificationsRCD SOR 2026 - 13.08 |
| 34 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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. RCD SOR 2026- 3.18 |
| 35 | Goods & Service Tax (G.S.T.) - |
| 36 | Labour Cess - Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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