Tender For Construction Of Hl Reinforced Cement Concrete Bridge Over Mukhli River Between Kailadhab(Dhanwar) And Janta Jeridih(Birni) In Dhanwar Block Giridih District(Lt-67.08Mtr)
Tender Value
3.83 Crore
Estimated cost
Bid Submission
17 Nov 2026
11 days left
EMD
7.66 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
Giridih → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Hl Reinforced Cement Concrete Bridge Over Mukhli River Between Kailadhab(Dhanwar) And Janta Jeridih(Birni) In Dhanwar Block Giridih District(Lt-67.08Mtr)
BOQ
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | 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 |
| 3 | Leveling Course for Pile Cap Providing and laying of PCC M15 Leveling course 100mm thick below the pile cap PCC Grade M15 using bathcing plant and Concrete Pump |
| 4 | Bored Cast in Situ M35 Grade RCC pile excluding Reinforcement complete as per Drawing and Techincal Specifications and removal of excavated earth with all lifts and lead upto 1000 m Pile Diameter 1200 mm |
| 5 | Cement Concree for Reinforced Concrete in Pile cap complete as per Drawing and Technical Specification RCC Grade M25 Rcc Grade m25 Using batchin plant and Concrete pump |
| 6 | Supplying fitting and placing un coated HYSD bar Reinforcement in Foudnation complete as per Drawing and Technical Specifications |
| 7 | Providing Steel Liner 10 mm thick for Curbs and 6mm thick for steining of wells including Fabricating and setting out as per Detailed Drawing |
| 8 | Plain/Reinforced Cement concrete in sub structure Complete as per Drawing and Technical Specifications RCC Grade M25 RCC Grade M25 using batching plant ,transit mixer and Concrete pump A) Height upto 5m |
| 9 | Height 5 to 10M |
| 10 | Supplying fitting and placing HYSD bar reinforcement in sub structure Complete as per drawing and technical Specifications |
| 11 | 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 |
| 12 | 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 technica |
| 13 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsSandy material |
| 14 | 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 drwing and Technical specification |
| 15 | 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 |
| 16 | Supplying fitting and placing HYSD bar reinforcement in sub structure Complete as per drawing and technical Specifications |
| 17 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 18 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion complete as per approved drawing and technical specification |
| 19 | Drainage Spouts complete as per drawing and Technical specification |
| 20 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationPCC Grade M15 using batching plant & Concrete pump |
| 21 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 22 | Strip Seal Expansion JointProviding 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 reoresebtuve ensring copliance to the maufactures instructions for installation |
| 23 | 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 |
| 24 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 25 | Plain/Reinforced cement concrte in sub strucuture complete as per drawing and Techncial Specifications PCC Grade M20 Height upto 5M PCC Grade M20 using batching plant, transit mixer and concrete pump |
| 26 | Clearing and Grubbing road land 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 150 mm in thickness by maual means :- in area of thormy jungle |
| 27 | Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts an and leads, transporting to site spreading grading to required slope and compacting to meet requirement of Table 300-2 |
| 28 | Compacting Original groundCompacting Original ground supporting sub-gradeLoosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. |
| 29 | Granular Sub-Base with Graded Material (Table:- 400-1)By Mix in Place MethodConstruction 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 RAte per cum for grading -l material |
| 30 | Wet Mix Macadam(plant mix method) Providing laying Spreading and Compacting graded stone aggregate to wet mix macadam specification inclduing 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 vibratorty roller to achieve the desired density |
| 31 | Prime Coat over WMM/WBMProviding 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. |
| 32 | Tack Coat on Bituminous surfacesProviding 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. |
| 33 | Open-Graded Premix SurfacingProviding, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour , laying and rolling with a smooth wheeled roller finished to required level and grades |
| 34 | Seal CoatCase-II : Type BProviding and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade. |
| 35 | 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 |
| 36 | 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 |
| 37 | Sand Filling in foundation trenches as per drawing & technical specification |
| 38 | PCC 1:3:6 in FoundationPlain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 39 | Plain/Reinforced Cement Concrete in open Founation complete as per drwaing and technical Specifications RCC Grade M25 RCC grade M25 Using Batching plant, transit mixer and Concrete pump |
| 40 | Plain/Reinforced Cement Concrete in sub-Strucutre complete as per drawing and Technical speficiations RCC Grade m25 RCC Grade M25 using batching plant, transit mixer and Concrete pump |
| 41 | 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 |
| 42 | 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 provdied over ther entire surface behind abutment wing wall and return wall to the full height compacted to a firm codition complete as per drawing and technical specification |
| 43 | Supplying fitting and placing un coated HYSD bar Reinforcement in Foudnation complete as per Drawing and Technical Specifications |
| 44 | Supplying fitting and placing HYSD bar reinforcement in sub structure Complete as per drawing and technical Specifications |
| 45 | Cement |
| 46 | Boulder (nimiyaghat0 |
| 47 | Aggregate (Nimiyaghat) |
| 48 | Steel (Bokaro) |
| 49 | Bitumen(bokaro) |
| 50 | Bitumen Emulsion (Bokaro) |
| 51 | Add. 18% GST |
| 52 | Add. 1% Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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