Tender For Construction Of Hl Reinforced Cement Concrete Bridge Over Nunbil River Between Astajora And Beliyajor Under Kusumghata Panchayat In Masliya Block Dumka District.
Tender Value
4.51 Crore
Estimated cost
Bid Submission
05 Nov 2026
25 days left
EMD
9.03 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 Construction Of Hl Reinforced Cement Concrete Bridge Over Nunbil River Between Astajora And Beliyajor Under Kusumghata Panchayat In Masliya Block Dumka District.
BOQ
| Sl. No. | Item Description |
| 1 | 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.Depth upto 3 m (a) Bridge - 1377.30 m3 (b) Guard wall - 150.40 m3 (c)Retaininwall - 414.00 m3 (d) Culvert - 227.63 m3 -------------------------------------- Total = 2169.33 m3 |
| 2 | Depth 3 m to 6 m |
| 3 | 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.Ordinary Rock ( not requiring blasting)Mechanical Means |
| 4 | Filling Annular Space around footing in rock |
| 5 | 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. (a) Bridge - 38.86 m3 (b) Guard wall - 40.48 m3 (c)Retaininwall - 27.60 m3 (d) Culvert - 18.73 m3 --------------------------------------- Total = 125.67 m3 |
| 6 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M25RCC Grade M25 using batching plant,transit mixer & Concrete pump (a) Bridge - 532.21m3 (b)Retaininwall - 151.05 m3 - -------------------------------------- Total = 683.26 m3 |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (a) Bridge - 40.46m3 (b)Retaininwall - 7.74 m3 - -------------------------------------- Total = 48.20 m3 |
| 8 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M25RCC Grade M25 using batching plant, transit mixer & concrete pumpSub-Total For Upto 5 m= (a) Bridge - 190.88m3 (b)Retaininwall - 76.65 m3 - -------------------------------------- Total = 267.53 m3 |
| 9 | Sub-Total For 5 m to 10 m= |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications (a) Bridge - 73.62 mt (b)Retaininwall - 10.08 mt - -------------------------------------- Total = 83.70 mt |
| 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 technical specifications. (a) Bridge - 220 Nos (b) Guard wall - 80 Nos (c) Culvert - 20 NOS --------------------------------------- Total = 320 NOS |
| 13 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsSandy material (a) Bridge - 548.63 m3 (b) Culvert - 41.79 m3 -------------------------------------- Total = 590.42 m3 |
| 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 drwaing and technical specification. (a) Bridge - 219.24 m3 (b) Culvert - 21.49 m3 -------------------------------------- Total = 240.73 m3 |
| 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 (a) Bridge - 390.00 m3 (b) Culvert - 5.33m3 -------------------------------------- Total = 395.33 m3 |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (a) Bridge - 57.52 MT (b) Culvert - 0.80 MT -------------------------------------- Total = 58.32 MT |
| 17 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (a) Bridge - 54.45 m3 (b) Culvert - 1.24m3 -------------------------------------- Total = 55.69 m3 |
| 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 drawings and technical specifications. (a) Bridge - 207.68 m (b) Culvert - 20.00 m -------------------------------------- Total = 227.68 m |
| 19 | Drainage Spouts complete as per drawing and Technical specification (a) Bridge - 40 NOS (b) Culvert - 8. NOS -------------------------------------- Total = 48.00 NOS |
| 20 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationPCC Grade M15 using batching plant & Concrete pump (a) Bridge - 5.73 m3 (b) Culvert - 4.38m3 -------------------------------------- Total = 10.11 m3 |
| 21 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) Bridge - 16.49 m3 (b) Culvert - 12.60 m3 -------------------------------------- Total = 29.09 m3 |
| 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 representative ensuring compliance to the manufacturer's 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 (a) Bridge - 295.20 m3 (b) Guard wall - 187.17 m3 -------------------------------------- Total = 482.37m3 |
| 24 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 25 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsPCC Grade M20Height upto 5mPCC Grade M20 using batching plant, transit mixer & concrete pump (a) Bridge - 36.58 m3 (b) Guard wall - 3.0 m3 (c) Culvert - 0.48 m3 --------------------------------------- Total = 40.06 m3 |
| 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 150mm in thickness. By Manual means:- In area of thorny 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 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-I Material |
| 30 | 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. |
| 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 | Sand Filling in foundation trenches as per drawing & technical specification (a) Guard wall - 13.60 m3 (b)Retaininwall - 27.60 m3 -------------------------------------- Total = 41.20 m3 |
| 36 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed) (a) Guard wall - 63.80 m3 (b) Culvert - 54.34 m3 --------------------------------------- Total = 118.14 m3 |
| 37 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specificationsRandom Rubble Masonry (Coursed/uncoursed) (a) Guard wall - 128.60 m3 (b) Culvert - 79.33 m3 --------------------------------------- Total = 207.93 m3 |
| 38 | Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications |
| 39 | Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 40 | Providing and laying of Filter media with granular materials/stone 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 drawing and Technical Specification. |
| 41 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Cement Concrete blocks Grade M15 including 100 mm thick bedding. |
| 42 | 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. |
| 43 | carrage of material :- Sand (Local) - 15KM(P)+2 km(K) |
| 44 | Cement (Dumka) - 39 KM |
| 45 | Boulder (Sarasdangal) - 66 KM |
| 46 | Aggregate (Sarasdangal) - 66 KM |
| 47 | Steel (Dumka) - 39 KM |
| 48 | Bitumen (Bokaro) - 170 KM |
| 49 | Bitumen Emulsion (Bokaro) - 170 KM |
| 50 | Add 18% for G.S.T. |
| 51 | Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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