Tender For Construction Of Hl Bridge Over Local River At Ch. 5+000 Km Of Jamtara-Karmatand Via Combined Building Road Under Road Division, Jamtara For The Year 2026-27
Tender Value
7.90 Crore
Estimated cost
Bid Submission
12 Nov 2026
17 days left
EMD
7.91 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
Jamtara → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Hl Bridge Over Local River At Ch. 5+000 Km Of Jamtara-Karmatand Via Combined Building Road Under Road Division, Jamtara For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | 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.Ordinary Soil (Depth 0.0m to 3.0m) , SOR- 12.01 (I) B (i) |
| 2 | 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., Ordinary soil, mechanical means (Depth 3.0m to 6.0m)SOR-12.01 (I) B (ii) |
| 3 | 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., Ordinary soil, mechanical means (Depth above 6.0m)SOR-12.01 (I) B (iii) |
| 4 | Cutting of trees, excluding removal of stumps and roots of trees,Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres. (Girth 0.30m to 0.60m)SOR-2.01 A (i) |
| 5 | Cutting of trees, excluding removal of stumps and roots of trees,Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres. (Girth 0.60m to 0.90m)SOR-2.01 A (ii) |
| 6 | 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.SOR-2.03 |
| 7 | 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 mSOR- 3.6 |
| 8 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.SOR- 12.22 |
| 9 | 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., R.C.C. pile (Dia 1200 mm)SOR- 12.25 |
| 10 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification (Cement concrete R.C.C. Grade M30 in pile cap)SOR-12.40 C-Case-II |
| 11 | P.C.C. M15 levelling course 100 mm thick below pile capSOR-12.41 Case-II |
| 12 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.SOR- 12.42 |
| 13 | Confirmatory boring through core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0m depth in all kinds of hard rock incl. finishing, maintenance of core (min. 80% core recovery) and sludge for foundation exploration, complete as per spn. and direction of E/IAs per DPR (Asp per T/S) |
| 14 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsSOR-13.09 A |
| 15 | 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.SOR- 13.10 |
| 16 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications,RCC Grade M-30SOR- 13.05 (G ) |
| 17 | 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.SOR- 13.08 |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsSOR- 13.06 |
| 19 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification,RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump,For T-beam & slab, 25-35 per cent of (a+b+c),Height 5m to 10m as per direction of E/I. SOR-14.01 (C)-ii) (q) |
| 20 | Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified .SOR -14.15 (B) |
| 21 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.SOR- 14.04 |
| 22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.SOR- 14.10 |
| 23 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.SOR - 14.11 |
| 24 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.SOR- 14.02 |
| 25 | Drainage spouts with M.S. grating & G.I. pipe completeSOR - 15.17 |
| 26 | 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.SOR - 14.21 |
| 27 | Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications.SOR- 13.16 |
| 28 | 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 sqm. SOR- 14.16 |
| 29 | 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.SOR- 16.04 (A) |
| 30 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationSOR- 16.05 |
| 31 | P.C.C. M15 mechanically mixed concrete in open foundation using concrete mixerSOR- 12.08 (A) |
| 32 | R.C.C. M30 mechanically mixed concrete in Open Foundation using concrete mixer.SOR- 12.08 (G ) |
| 33 | 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.SOR- 3.16 |
| 34 | 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.SOR- 3.17 |
| 35 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading- V Material SOR- 4.02 |
| 36 | Providing, laying, spreading and compacting graded stone aggregate to WMM ( 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.SOR- 4.14 |
| 37 | 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.SOR- 5.1(i) |
| 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 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.SOR- 5.2(ii) |
| 39 | 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- 5.2(i) |
| 40 | Dense graded Bituminous Macadam Grading-II with VG-30 Grade Packed 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.SOR- 5.04A (B) |
| 41 | Bituminous concrete Grading- II with VG-30 Grade Packed 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.SOR-5.05A (B) |
| 42 | 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- 8.13 |
| 43 | 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.(80cm x 60cm rectangular)SOR-8.04 (x) |
| 44 | 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- 8.05 |
| 45 | 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- 8.15 |
| 46 | 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,Prestressed/ Reinforced cement concrete grade M-20 & above SOR-2.04(I)C |
| 47 | 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,Dismantling of existing Stone Masonry in cement mortarSOR-2.04 (iii) B |
| 48 | 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,Dismantling of existing P.C.C. structures (M15 Grade or above)SOR-2.04 (i) B |
| 49 | 18% GST |
| 50 | 1% Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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