Public Works Department-PWD has published Tender For Construction Of Road From Talloi Nh 102 A Junction To Phungcham. Submission Date for this Tender is 29-02-2024. Road Work Tenders in ukhrul Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH: Earthwork in Formation Widening and Drainage. |
| 2 | Excavation in hilly area soil with dozer with lead upto 1000 meters (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 meters including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 3 | Excavation in hilly area ordinary rock with dozer with lead upto 1000 meters (Excavation for road way inordinary rock by deploying a dozer including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 meters including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 4 | Surface drains in soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated materials to be used in embankment at site within a lead of 1000 meters.) |
| 5 | SH: Construction of Pipe Culvert) |
| 6 | 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 i) Ordinary Soil a) Mechanical Means (Depth upto 3 m) |
| 7 | Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level. |
| 8 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixwd, placed in foundation and compacted by vibration including curing for 14 days) |
| 9 | Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing cement with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets a) NP-3 Pipe i) 900 mm dia |
| 10 | Back filling behind abutment, wing walls and return wall complete as per drawing and technical specification a) Granular material |
| 11 | SH: Construction of CC R/Wall 2.00 m height |
| 12 | 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 i) Ordinary Soil a) Mechanical Means (Depth upto 3 m) |
| 13 | Back filling behind abutment, wing walls and return wall complete as per drawing and technical specification a) Granular material |
| 14 | Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level. |
| 15 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (a) Random Rubble Masonry |
| 16 | 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 with slope of 1V:20H towards drawing force. Complete as per drawing and technical specifications |
| 17 | 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 600mm 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 |
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