Tender For Emergent Reconstruction Of Box Culvert On Makardha Mohiary Road At 2.30 Km & Dhulagari Domjur Road Via Begri At 1.30 Km Under Howrah Highway Division In The District Of Howrah. (Under Head:- Non Plan) (Sl. - 01)
Tender Value
61.69 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
0 days left
EMD
1.23 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Howrah → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Emergent Reconstruction Of Box Culvert On Makardha Mohiary Road At 2.30 Km & Dhulagari Domjur Road Via Begri At 1.30 Km Under Howrah Highway Division In The District Of Howrah. (Under Head:- Non Plan) (Sl. - 01)
BOQ
| Sl. No. | Item Description |
| 1 | Cross Drainage Work Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) Cement Concrete Grade M-15 & M-20. For Makardha Mohiary Road |
| 2 | For Dhulagari Domjur Road |
| 3 | Excavation for Structures in Ordinary soil by Mechanical Means and Depth upto 3.0 to 6.0 m.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 (Reference to MORT&H's specification 304). For Makardha Mohiary Road |
| 4 | For Dhulagari Domjur Road |
| 5 | Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in- charge.(Reference to MORT&H's specification 304). For Makardha Mohiary Road |
| 6 | For Dhulagari Domjur Road |
| 7 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).A) PCC Grade M15I) Using Concrete Mixer For Makardha Mohiary Road |
| 8 | For Dhulagari Domjur Road |
| 9 | RCC Grade M30 (With Batching Plant, Transit Mixer and Concrete Pump ) Furnishing and Placing Reinforced/ Prestressed cement concrete in substructure all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per clause 1719 of MoRTH but excluding the cost of materials as per drawing and Technical Specification (Reference to MORT&H's specifications 1500, 1600,1700 & 1800).Height upto 5.00 Mt. For Makardha Mohiary Road |
| 10 | For Dhulagari Domjur Road |
| 11 | HYSD Reinforcement bar in Sub-structure, Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). For Makardha Mohiary Road |
| 12 | For Dhulagari Domjur Road |
| 13 | Providing weep holes in Brickmasonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200).For Makardha Mohiary Road |
| 14 | For Dhulagari Domjur Road |
| 15 | Back filling behind abutment, wing wall and return wall, Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200) With Sandy materials For Makardha Mohiary Road |
| 16 | For Dhulagari Domjur Road |
| 17 | Filter Media, 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 (710.1.4 of IRC:78 & 2200). For Makardha Mohiary Road |
| 18 | For Dhulagari Domjur Road |
| 19 | Reinforced Cement Concrete Crash Barrier : Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified (Reference to MORT&H's specification 811). For Makardha Mohiary Road |
| 20 | For Dhulagari Domjur Road |
| 21 | 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, with a minimum 10 days curing complete as per approved drawings and technical specifications (Reference to MORT&H's specifications 2703, 1500, 1600 & 1700). For Makardha Mohiary Road |
| 22 | For Dhulagari Domjur Road |
| 23 | Drainage Spouts, Drainage Spouts not less than 100 mm dia of corrosive resistance material ,spacing not exceeding 10 m. complete as per drawing and Technical specification (Reference to MORT&H's specification 2705). For Makardha Mohiary Road. |
| 24 | For Dhulagari Domjur Road |
| 25 | PCC/RCC Grade M20 (With Batching Plant, Transit Mixer and Concrete Pump ) Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). For Makardha Mohiary Road. |
| 26 | For Dhulagari Domjur Road |
| 27 | Painting two coats, after filling the surface and applying a ceiling primer with synthetic emulsion paint in all shades on new plastered concrete surface as per MORT&H's specification 803.6.2.(Reference to MORT&H's specification 803.) For Makardha Mohiary Road |
| 28 | For Dhulagari Domjur Road |
| 29 | Dirversion Road :- Construction of Embankment with Material obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits (land own/arranged by the Agency) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). Cost of compensation for Earth material & its carriage from private land at 5km distance have been includedin the rate.[Note : Royalty will be deducted from the Agency's bill as per Govt. rules] For Makardha Mohiary Road |
| 30 | For Dhulagari Domjur Road |
| 31 | Protection of embankment by closely driven 150 mm diameter Eucalyptus Bullah each of 4500 mm total length, driven 3000 mm into the ground or bed of pond / water body in standing water condition 3.50m away from nearest edge of black top @ 350 mm center to center with 1500 mm exposed height of each bullah including fittings of three numbers 100 mm diameter half spited eucalyptus bullah Runner fitted & fixed two on top of each face of closed bullah walling and one on middle height of it, along full length of the wall including 100 mm diameter, 2000 mm long eucalyptus bullah Tie fitted @ 2000 mm center to center with Tie-Post anchoring by driving 100 mm diameter ,1650 mm long eucalyptus bullah Tie-Post ,driven 1450 mm into ground on the road side @ 2000mm center to center, 2 (Two) coat coal tarring on Eucalyptus bullah used and walling by earth filled gunny bag (@ 54 nos. bags per running meter length of protection line)by the side of the bullah walling after just after proper ‘bench-cutting’ of the existing embankment profile for proper placement of earth and to achieve finished earth filled slope as per directions including the cost of empty gunny bags, filling earth @ 0.028 m3/bag, including supplying eucalyptus bullah, coal-tar, nails, bolts, empty gunny bags etc. and labour charges for cutting, splitting bullah, coal tarring to each bullah, driving charges for driving bullah into ground / bed of pond in standing water condition, fitting fixing charges for filling up of gunny bags and for back filling of embankment at th side of gunny bags protection line by earth (land arranged by the agency with required lead & lift) and stitching & placing earth filled bag to the desire location after proper bench cutting of the embankment portion and then filling with earth (land arranged by the agency) in between embankment and walling all complete in all respect as per drawing and direction of Engineer-in-Charge. (Payment will be made on finished length of work in all respect complete as per specification & direction of Engineer-in-Charge as per approved methodology.) (For Royalty charge & CESS on earth @ 34.30 /m3 as per Govt. notification which will be paid on production of necessary documents in support of payment made towards the royalties.) For Makardha Mohiary Road |
| 32 | For Dhulagari Domjur Road |
| 33 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all man and machineries and as per specification and direction of Engineer-in-charge but excluding the cost of metals / chelly. For Makardha Mohiary Road |
| 34 | For Dhulagari Domjur Road |
| 35 | GST @ 18.00% over Sl. No. 1 to Sl. No. 17 |
| 36 | Including LWC @ 1.00% over Sl. No. 1 to Sl. No. 18 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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