Tender For Epoxy Grouting & Other Works On Bridges Located At 3Rd Km In Jasidih (Kalipur) - Deopura Road Under Non Plan For The Year 2026-27.
Tender Value
59.98 Lakhs
Estimated cost
Bid Submission
15 Oct 2026
15 days left
EMD
1.20 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
Deoghar → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Epoxy Grouting & Other Works On Bridges Located At 3Rd Km In Jasidih (Kalipur) - Deopura Road Under Non Plan For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | 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. SOR NO DSR 14.72 |
| 2 | 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. SOR NO DSR 26.28.2 |
| 3 | 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 diameters SOR NO DSR 26.29.2 |
| 4 | 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 work SOR NO DSR 13.52 |
| 5 | Epoxy bonding of new concrete to old concreteSOR NO 17.11 |
| 6 | Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete 25 mm (avg.) thickness in single layer SOR NO 17.10 |
| 7 | 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.SOR NO DSR 26.32.2 |
| 8 | 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/EpoxySOR NO 17.04 |
| 9 | Sealing of crack/porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1SOR NO 17.07 |
| 10 | 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 areasSOR NO NS / SE, RCD Dumka Lt No - 227 Dt - 5.5.25 |
| 11 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.SOR NO 5.02 (i) |
| 12 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.SOR NO 5.11 |
| 13 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.60 cm x 45 cm Rectangular SOR NO 8.04 (A) (xii) |
| 14 | Direction and Place Identification Signs upto 0.9 sqm Size Board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) SOR NO 8.05 |
| 15 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.8. 80cm*60cm rectangular SOR NO 8.04 (A) (x) |
| 16 | Reflective Pavement Markers (Road Stud) Supplying, Providing and fixing of Reflective Pavement Markers (RPM), i.e. road studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (HI-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total Internal refiection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MoRTH specifications and complete as directed by the engineer-in-charge.SOR NO 8.52 |
| 17 | Road Delineators (Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.)SOR NO 8.15 |
| 18 | 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.) SOR NO 8.13 |
| 19 | GST @18% of Total Civil Work |
| 20 | Labour Cess @1% (Civil Work + GST) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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