Tender For Construction Of Box Cell Culvert (1/53/0) In Nonihat-Basukinath-Kawariya Road Under Non Plan Head For The Year 2026-27
Tender Value
59.99 Lakhs
Estimated cost
Bid Submission
10 Aug 2026
13 days left
EMD
1.20 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 Box Cell Culvert (1/53/0) In Nonihat-Basukinath-Kawariya Road Under Non Plan Head For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | 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 metresLime concrete, Cement concrete Grade M10 & belowRCD 2.04 (i)A |
| 2 | 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 metresDry Rubble Stone Masonry in cement mortarRCD 2.04 (iii)B |
| 3 | Earth work in excavation for 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 material12.01I B(i) |
| 4 | Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications12.08(A) |
| 5 | Plain/Reinforced cement concrete (PCC Grade M15) in Substructure complete as per drawing and technical specifications13.05(A)p |
| 6 | Plain/reinforced cement concrete (RCC Grade M25) in substructure complete as per drawings and technical specificationIn Box Culvert13.05(F)p |
| 7 | Plain/reinforced cement concrete (PCC Grade M20) in substructure complete as per drawings and technical specificationIn Wing Wall13.05(B)(p) |
| 8 | Providing and layig Flooring complete as per drawing and Technical specificaitons laid over cement concrete bedding.16.08(A) |
| 9 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 kg beyon curtain wall.16.11 |
| 10 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specifications13.09(A) |
| 11 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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.13.10 |
| 12 | Providing weepholes in brick masonry/Plain/Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications13.08 |
| 13 | Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications13.06 |
| 14 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications14.04 |
| 15 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specication14.10Case-I |
| 16 | Reinforced cement concrete (M-30) approach slab including reinforcement and formwork complete as per drawing and Technical specifications14.11 |
| 17 | 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.14.17(iii) |
| 18 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight14.17(iv) |
| 19 | Drainage Spouts complete as per drawing and Technical specifiction14.09 |
| 20 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.14.06 |
| 21 | 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)8.05 |
| 22 | 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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)8.23 |
| 23 | 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. 14.16 |
| 24 | Plain 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.12.04 |
| 25 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.12.08 C Case II |
| 26 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications13.05 E(p) |
| 27 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.12.42 |
| 28 | Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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