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Tender Value
₹4.5 Cr
EMD Value
₹4.5 L
Closing Date
27 Oct 2026, 12:00 pm
EXECUTIVE ENGINEER, RCD, ROAD DIVISION, LATEHAR
EXECUTIVE ENGINEER, ROAD CONSTRUCTION DEPARTMENT ROAD DIVISION LATEHAR
Construction of High Level Bridge over Rajdanda River at Ch. 77315 Km. of Kutmu Garu Mahuadanr Road.
2026_CECOM_119635_1
RCD/LATEHAR/839/2026-27
Open Tender
Civil Works - Bridges
Item Rate
540 days
Rajdanda River at Ch.77315 Km. of KGM Road
Document supporting technical as per SBD Document
3 documents required · 3 mandatory
₹10,000
₹4.5 L
7 Oct 2026
7 Oct 2026
28 Oct 2026
7 Oct 2026
27 Oct 2026
7 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Bridge Work
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 upto 3 m | 1,150.74 | Cum. | - | - |
| 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.
Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000m, all as specified in clause No. 303 Hard Rock ( Requiring blasting ) Mechanical Means | 141.46 | Cum. | - | - |
| 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.
Hard Rock ( Requiring blasting prohibited ) Mechanical Means | 218.81 | Cum. | - | - |
| 4 | PCC 1:3:6 in Foundation 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. | 25.05 | Cum. | - | - |
| 5 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M30 using batching plant,transit mixer & Concrete pump | 272.9 | Cum. | - | - |
| 6 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 9.43 | MT | - | - |
| 7 | Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing , maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per spn. and direction of E/I | 30 | Mtr. | - | - |
| 8 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M30 using batching plant, transit mixer & concrete pump Height upto 5m | 352.59 | Cum. | - | - |
| 9 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Granular Material | 1,075.05 | Cum. | - | - |
| 10 | 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. | 97.86 | Cum. | - | - |
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SBD.pdf
Tender Documents • 4.53 MB
BOQ_161896.xls
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