Tender For Construction Of Bailey Bridge Over Hipu River At Ikiye Village Under Setu Bandhan Of Crif Scheme.
Tender Value
2.96 Crore
Estimated cost
Bid Submission
10 Aug 2026
0 days left
EMD
2.96 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
Zunheboto → Nagaland
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bailey Bridge Over Hipu River At Ikiye Village Under Setu Bandhan Of Crif Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | Foundation |
| 2 | Excavation for structure: Earth in excavation of foundation for structure as per the drawing & technical specifications including setting out, construction of shoring and dressing, removal of stamps and deletrious matter, dressing of sides and bottom and back filling with approved material. B(ii) depth upto 3m |
| 3 | Random Rubble Masonry: Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per drawing and specifications. (Soling) |
| 4 | PCC 1:3:6 in Foundation: Plain Cement Concrete 1:3:6 nominal mixed in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. |
| 5 | RCC Grade M30 using batching plant and manual placing: Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification. |
| 6 | Supply, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing & Technical specifications. |
| 7 | Sub-structure |
| 8 | PCC 1:3:6 in Foundation: Plain Cement Concrete 1:3:6 nominal mixed in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. |
| 9 | RCC Grade M30: Plain/Reinforced cement concrete in substructure complete as per drawing & technical specification. RCC M30 grade using batching plant transit mixer and concrete pump height upto 5m to 10m. |
| 10 | Supply, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & specifications. |
| 11 | Providing weep holes in brick masonry / plain / reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe. Extending through the full width of the structure withslope of 1V:20H towards drawing force. Complete as per drawing and technical specification. |
| 12 | Back filling behind Abutment, wing wall and return wall complete as per drawing and technical specification: A - Granular material. |
| 13 | Providing & laying of filter media with granular materials/stone crushed aggregates. Satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wingwall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 14 | Superstructure |
| 15 | Furnishing and placing Reinforced cement concrete in superstructure as per drawing and technical specification. Height 5m to 10m: RCC M30 Grade. |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing & Technical specifications. |
| 17 | Formwork |
| 18 | Centering and Shuttering including strutting, Propping etc. and removal of form using steel sections: Columns, pillars, piers, abutments, posts & struts. |
| 19 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 20 | River Training & Protection Works |
| 21 | Providing and laying flooring complete as per drawing and Technical specification laid over cement concrete bedding. A- Rubble stone laid in cement mortar 1:3. |
| 22 | Road works |
| 23 | Granular Sub-base with graded material: (Construction of granular sub-base by providing granular 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 power roller to achieve the desired density, complete as per clause 401) |
| 24 | Water Bound Macadam: (Providing, laying and spreading and compacting graded stone aggregate to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of course aggregate, watering and compacting to required density. |
| 25 | Grading - II, Using screening Type-A (13.2mm agg.) |
| 26 | Grading - III, Using screening Type-B (11.2mm agg.) |
| 27 | Prime Coat: providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular base including clearing of roads surface and spraying primer at the rate of 0.60kg/sqm using mechanical means. |
| 28 | Tack Coat: Providing and applying tack coat with bitumen emulsion using pressure distributor @ 0.25kg per sqm on prepared bituminous surface cleaned with mechanical broom. |
| 29 | Open Graded Premix Surfacing: (Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using viscocity grade bitumin to 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 capacity not less than 200 tonnes/hour laying and rolling with a smooth wheeled roller finished to required level and grades. |
| 30 | Seal Coat: (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A |
| 31 | Surface Drains in Ordinary Rock: (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment within a lead of 1000m), by Mechanical means. |
| 32 | Cross Drainage (HP Culverts) |
| 33 | Excavation for Structures (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) I. Mechanical Means - Soil (upto 3 m depth) |
| 34 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 35 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications- Coursed rubble masonry (first sort) |
| 36 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) (Bedding for pipe) |
| 37 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry (1st sort) in Parapet |
| 38 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row) |
| 39 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 40 | Excavation for Structures (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) (Catch Pit) |
| 41 | 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.) |
| 42 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 43 | Excavation for Structures (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) (Guide wall) |
| 44 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications |
| 45 | Protection Works. |
| 46 | 3.00 metre height CRSM Retaining Wall |
| 47 | Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extend required and utilising the remaining earth locally for the road work complete as per MOST specification 304. Depth upto 3m ordinary Soil - Mechanicall means |
| 48 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. |
| 49 | PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 mixed with crushed stone aggregate 40 mm nominal size mechanical mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 50 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications (MOST 1400 & 2200) Coarsed Rubble masonry. |
| 51 | Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification complete as per MOST specification 710.1.4 of IRC:78 & 2200 Granular Material. |
| 52 | Providing weep holes in brick masonry / plain / reinforced concrete abutment wing wall/ returnwall with 10mm dia AC pipe. Extending through the full width of the structure with slope of 1V:2H towards drawing force. Complete as per MOST specificetion 27006 & 2200. |
| 53 | Protection Works. |
| 54 | 2.0 m Height Breast Wall |
| 55 | Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extend required and utilising the remaining earth locally for the road work complete as per MOST specification 304. Depth upto 3m ordinary Soil - Mechanical means |
| 56 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. |
| 57 | PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 mixed with crushed stone aggregate 40 mm nominal size mechanical mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 58 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications (MOST 1400 & 2200) Coarsed Rubble masonry. |
| 59 | Providing weep holes in brick masonry / plain / reinforced concrete abutment wing wall/ returnwall with 10mm dia AC pipe. Extending through the full width of the structure with slope of 1V:2H towards drawing force. Complete as per MOST specificetion 27006 & 2200. |
| 60 | Supply of Extra Width DS Bailey Bridge from approved manufacturer, including carraige and Erection by Launching/Staging method in all respect complete as per specifications and direction of the Engineer. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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