National Highways and Infrastructure Development Corporation Limited-NHIDCL has published Tender For Repair And Restoration Of Raising Low Laying Section Along With Or Without Construction Of 1000 Mm Dia Np-4 Single Dia Culvert At Different Km And Repair Of Damaged Pavement Km 66.8 And Construction Side Drain At Km 64.5 In The State Of Mi. Submission Date for this Tender is 29-01-2024. Drainage Tenders in kolasib Mizoram. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | cost of construstion offor 1200MM Single HP Culvert 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.) Earth earth in Excavation |
| 2 | cost of construstion offor 1200MM Single HP Culvert 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.) Earth earth in Excavation |
| 3 | cost of construstion offor 1200MM Single HP Culvert 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 including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets . ) 1200 mm dia |
| 4 | cost of construstion offor 1200MM Single HP Culvert Cost of CementConcrete pipe NP4/prestrssed concrete pipe |
| 5 | cost of construstion offor 1200MM Single HP Culvert Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )in cement mortar 1:3 Chute drain on D/S side |
| 6 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 7 | Excavation in Soil by Mechanical means (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Earth in cutting for widening |
| 8 | Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) By Mix in Place Methodfor Grading-VMaterial Granular Subbase |
| 9 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual MeansGrading - 1 (63 mm to 45 mm) Using Screening Type-B (11.2mm Agg.) |
| 10 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) (ii)Grading - 2 Using Screening Type-B (11.2mm Agg.) |
| 11 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) iii) High Porosity |
| 12 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) iii) Granular Surface Treated with Primer |
| 13 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Case-I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour n |
| 14 | 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 and B seal coats) Case - I : Type A |
| 15 | Side Drain 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, B Mechanical Means. (i)Depth upto 3 m |
| 16 | Side Drain 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.) base of drain |
| 17 | Side Drain Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications :-A PCC Grade M15 |
| 18 | Side Drain Supplying,fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 19 | Side Drain Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications Chute drain on D/S side Coursed rubble masonry (first sort )in cement mortar 1:3 |
| 20 | Extension of slab culvert at KM 66.8 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.) Earth earth in Excavation |
| 21 | Extension of slab culvert at KM 66.8 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.) foundation |
| 22 | Extension of slab culvert at KM 66.8 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30 Case-I (i)/(p)Using Concrete Mixer For solid slab super-structure,Height upto 5m |
| 23 | Extension of slab culvert at KM 66.8 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 24 | Extension of slab culvert at KM 66.8 Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )in cement mortar 1:3 Chute drain on D/S side |
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