Tender For Widening And Strengthening/Reconstruction Work Of Kherabani (Sh-15) - Ranighaghar (Adb) Road (Total Length-9.172 Km) Under Road Division Dumka For The Year 2026-27.
Tender Value
35.97 Crore
Estimated cost
Bid Submission
22 Oct 2026
22 days left
EMD
35.98 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
Dumka → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening/Reconstruction Work Of Kherabani (Sh-15) - Ranighaghar (Adb) Road (Total Length-9.172 Km) Under Road Division Dumka For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.RCD SOR 2.03(i)A |
| 2 | Cutting of trees,including cutting of trunks,branches and removal of stumps,roots ,staking of serviceable materia with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.300-600mm.RCD SOR 2.01 A (i)+B(i) |
| 3 | Cutting of trees,including cutting of trunks,branches and removal of stumps,roots ,staking of serviceable materia with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.600-900mm.RCD SOR 2.01 A (ii)+B(ii) |
| 4 | Cutting of trees,including cutting of trunks,branches and removal of stumps,roots ,staking of serviceable materia with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.900-1800mm.RCD SOR 2.01 A (iii)+B(iii) |
| 5 | Cutting of trees,including cutting of trunks,branches and removal of stumps,roots ,staking of serviceable materia with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.>1800mm.RCD SOR 2.01 A (iv)+B(iv) |
| 6 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.By Mechanaical Means using Hydraulic excavator.RCD SOR 3.15(i) |
| 7 | Dismantling of cement concrete pavement.Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately.RCD SOR 2.06 |
| 8 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m(i)Ordinary soil.RCD SOR 3.06 |
| 9 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.Rate per cum after adding royalty @ Rs. 27.48/cum.RCD SOR 3.17 |
| 10 | Construction of Embankment 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 3.16 |
| 11 | 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 3.18 |
| 12 | By Mix in Place Method.Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.RCD SOR 4.01B Grading(v) |
| 13 | Wet Mix Macadam (Plant Mix Method).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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.RCD SOR 4.14B |
| 14 | Prime Coat over WMM/WBM.Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.RCD SOR 5.01A(i) |
| 15 | Tack Coat on Bituminous Surface.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.RCD SOR 5.02(i) |
| 16 | Tack Coat on Granular Surface treated with primer.Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Granular Surface.RCD SOR 5.02(ii) |
| 17 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk Bitumen.Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen.(i)For Grading-II.RCD SOR 5.04A(B) |
| 18 | Bituminous concrete Grading- II With VG-30 Bulk Bitumen.Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen.(i)For Grading -II.RCD SOR 5.05A(B) |
| 19 | Retro- Reflectorised Traffic Signs.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.RCD SOR 8.04A(ii)90cm Equilateral triangle. |
| 20 | 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.RCD SOR 8.04A(xiii)60cmx60cm Square. |
| 21 | 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.RCD SOR 8.04A(x)80cmx60cm Rectangular. |
| 22 | 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.RCD SOR 8.04A(xii)60cmx45cm Rectangular. |
| 23 | 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 67.8.04A(viii)60cm Circular. |
| 24 | 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.RCD SOR 8.04A(xv)90cm high Octagonal. |
| 25 | 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.RCD SOR 8.04A(xi)60cm X 50cm (Chevron Board) |
| 26 | 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).RCD SOR 8.05 |
| 27 | Direction and Place Identification Signs with size more than 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 exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).RCD SOR 8.06 |
| 28 | Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade).English and Roman (Hyphens and the like not to be measured and paid for).RCD SOR 8.03 ii |
| 29 | 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.).RCD SOR 8.13 |
| 30 | Painting Lines, Dashes, Arrows etc on Roads 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 surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )Over 10 cm in width.RCD SOR 8.11(i) |
| 31 | Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc).5th KM Stone.RCD SOR 8.14(i) |
| 32 | Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc).Ordinary KM Stone.RCD SOR 8.14(ii) |
| 33 | 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.).RCD SOR 8.15 |
| 34 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)RCD SOR 8.35 |
| 35 | Cantilever Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67).RCD SOR 8.07A |
| 36 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M20.RCC Grade M20 using batching plant, transit mixture & Concrete pump.RCD SOR 12.08C Case-1 |
| 37 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.RCD SOR 12.42 |
| 38 | Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I. |
| 39 | Excavation for strucutres.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.Mechanical Means.Depth upto 3 m.RCD SOR 12.01 B(i) |
| 40 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15.PCC Grade M15 using batching plant & Concrete pump.RCD SOR 12.08 A Case-I |
| 41 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification.RCD SOR 9.02 |
| 42 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.RCC Grade M25.Height upto 5m.RCC Grade M25 using batching plant, transit mixer & concrete pump.RCD SOR 13.05 F(p) |
| 43 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications.RCD SOR 13.06 |
| 44 | Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15.PCC Grade M15 using batching plant & concrete pump. RCD SOR 15.11 A Case-I |
| 45 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.RCD SOR 16.01 |
| 46 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump.For solid slab super-structure, 20-30 per cent of (a+b+c) .Height upto 5m RCD SOR 14.01 B(i)(p) |
| 47 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M25.RCC Grade M25 using batching plant,transit mixer & Concrete pump.RCD SOR 12.08 E Case-I |
| 48 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.RCD SOR 14.02 |
| 49 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.RCD SOR 13.08 |
| 50 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications.RCD SOR 13.03 |
| 51 | 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).RCD SOR 8.08 |
| 52 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.Stone/Boulder.RCD SOR 16.04 A |
| 53 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification.RCD SOR 13.10 |
| 54 | Filler joint.Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.RCD SOR 14.17(iii) |
| 55 | Filler joint.Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight .RCD SOR 15.22(iv) |
| 56 | Numbering and writing the culvert no. etc do..----do------- all complete.As per T/S |
| 57 | Providing Tar Phelt Cushion under the Deck Slab do-------do------- all complete job.NSAs per T/S |
| 58 | Dismantling of Structures.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres.Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.Above 600mm to 900mm dia.RCD SOR 2.04(ix) B |
| 59 | Dismantling of Structures.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres.Cement concrete Grade M-15 & M-20.RCD SOR 2.04(i) IB |
| 60 | Add 18 % GST (in Basic Rate must fill 18) |
| 61 | Add 1 % Labour Cess (in Basic Rate must fill 1) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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