Tender For Construction Of Bridge No. 3/1 On Nh-39 To Dubajan Via Dilawjan No. 2 In Karbi Anglong District
Tender Value
2.74 Crore
Estimated cost
Bid Submission
05 Nov 2026
8 days left
EMD
5.48 Lakhs
Bank guarantee accepted
Document Fee
5500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Karbi Anglong → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge No. 3/1 On Nh-39 To Dubajan Via Dilawjan No. 2 In Karbi Anglong District
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Oct-2026 | BOQ unit correction | Other | 05-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Pile load test on single vertical pile in accordance withIS:2911(Part-IV).a) Initial and Routine load test |
| 2 | Pile load test on single vertical pile in accordance withIS:2911(Part-IV).B. (Lateral load test) |
| 3 | Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job |
| 4 | Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) |
| 5 | 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. (B) Mechanical Means(II) With dewatering(i) Depth upto 3 m |
| 6 | Levelling course for Pile cap |
| 7 | Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification. RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) |
| 8 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Foundation as per drawings and technical specifications Clauses 1000 and 1202Piles, pile caps |
| 9 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser H. RCC Grade M35 b. Height 5m to 10mCase II. With Batching Plant, Transit Mixer and Concrete Pump |
| 10 | Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10mCase II. Using Batching Plant, Transit Mixer and Concrete Pump |
| 11 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without PlasticiserE PSC Grade M40Case ii. Using Batching Plant, Transit Mixer and Concrete Pump(i) For Solid slab super structureb. Height 5m to 10m |
| 12 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Substructure as per drawings and technical specifications Clauses 1000 and 1202Abutment , Abutment Cap,Dirt walls, Pier, Pier cap, Pedestals, Sesmic arrestor, Riding return walls, U return wall / Fly Return walls |
| 13 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 14 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification.FIX, FREE, LONG, TRANS 130 MT |
| 15 | Rebound Hammer testNon-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. |
| 16 | Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department |
| 17 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification'including steel shuttering formwork. (N) Without PlasticiserD RCC/PSC Grade M35Case ii. Using Batching Plant, Transit Mixer and Concrete Pump(ii) For T-beam and Slabb. Height 5m to 10m |
| 18 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 19 | Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 20 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. |
| 21 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Superstructure as per drawings and technical specifications Clauses 1000 and 1202RCC Girder, End Diaphragm, Deck slab |
| 22 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 23 | Painting on concrete surface (Providing 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 Sq.m. ) For Plain surface |
| 24 | 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 instruction for installation). |
| 25 | Providing and fixing drainage spouts as per MORT & H specifications. |
| 26 | Span Load TestLoad testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt |
| 27 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302150 mm Filter Media |
| 28 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302300 mm thick stone pitching |
| 29 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 30 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(ii) By Mechanical Means(a) In area of non-thorny jungle |
| 31 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private Land |
| 32 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 33 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(i) Private Land |
| 34 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading-II Material |
| 35 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means |
| 36 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Manual Means |
| 37 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(a) Including Edge Block/ Edge Restraints |
| 38 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or asdirected by the Engineer including preparation of ground, fetching of sods andwatering as per Technical Specification Clause 309. |
| 39 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801i) 600mm equilateral triangle |
| 40 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801ii) 800mm x 600mm rectangular |
| 41 | Metal Beam Crash Barrier, Type - A: \\"W\\" Metal Beam Crash Barrier (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 ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) |
| 42 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 43 | Dismantling RCC Deck Slab & RailingDismantling 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 m as per Technical Specification Clause 202.II. By Mechanical means(b) Reinforced Cement Concrete |
| 44 | Wooden Bridge DiversionConstruction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apartand white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. |
| 45 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private Land |
| 46 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.300 mm thk |
| 47 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material150 mm thk |
| 48 | Tree PlantationPlanting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 49 | Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage)Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 50 | Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 51 | Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.(Construction Stage)Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 52 | Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 53 | Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage)Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 54 | Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 55 | Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 56 | Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)Construction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 57 | Training related to Capacity BuildingConstruction of Bridge No. 3/1 on NH-39 to Dubajan via Dilawjan No. 2 in Karbi Anglong District (Span 1 x 25) |
| 58 | The Provisional Sum of Rs. 23,037.00 (Rupees Twenty Three Thousand and Thirty Seven Only) is meant for utility shifting and tree felling/plantation and Occupational health and safety. This is a fixed amount to be utilised during implementation for the purpose of utility shifting and tree felling/plantation and Occupational health and safety. (Bidder is not required to quote the fixed amount separately.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysTender Documents
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