Meghalaya Infrastructure Development Finance Corporation Ltd has published Tender For Fdr To Mbgm Road Portion From Nongjri To Moheshkhola Reconstruction Of Spt Bridge Brno78by7. Submission Date for this Tender is 19-10-2022. Road Work Tenders in ranikor Meghalaya. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Oct-2022 | Corrigendum | Other | 19-10-2022 |
| Sl. No. | Item Description |
| 1 | Construction of Abutments and Bearing Blocks: |
| 2 | Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfillingcomplete. I) Ordinary soil (i) (upto 3m i/c dewatering) |
| 3 | II) Orinary rock (Not requiring blasting) upto 3m depth i/c dewatering) |
| 4 | I) Ordinary soil (i) (upto 3m without dewatering) |
| 5 | II) Orinary rock (Not requiring blasting) upto 3m depth without dewatering) |
| 6 | Providing concrete for Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification (MoRT & H specification section 1500 ,1700,2100) including loading, unloading and haulage. I) "PCC Grade M10 (i) Nominial mix 1:3:6 |
| 7 | Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specificationincluding loading, unloading and haulage. III.P.C.C Grade M20 (1:1.5:3) (ii) Above 5m upto 10 m |
| 8 | Supplying, Fitting and Placing HYSD bar Reinforcement in substructure complete as per Drawing and Technical Specifications. (i) Surface reinforcements |
| 9 | Plain/Reinforce cement structure completes as per drawing and technical specification etcincluding loading, unloading and haulage. VI) RCC Grade M25 (i) Height up to 5 m |
| 10 | Supplying, fitting and placing HYSDbar reinforcement in super-structure including splicing complete as per drawing and technical specifications. (b) Tor steel |
| 11 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 12 | Boulders fiiling with unsized stone/boulders of one man size 60cm wide behind the abutment, w/wall, R/wall etc including loading, unloading and haulage. |
| 13 | Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specifications clause 1204.3.8including loading, unloading and haulage. (i) 100% Granular Material |
| 14 | Providing fititng and fixing of Joist including Carraige : Since RS Joist is available at stock at Maheskola Areas, Only Carriage of Material is taken into consideration. |
| 15 | Construction of retaining walls/ breast walls |
| 16 | (i) Earthwork in excavation for structures |
| 17 | (ii) Plain Cement Concrete M10 grade. (ii) Nominal mix 1:3:6 (hand mixing)including loading, unloading and haulage. |
| 18 | (iii) Stone masonryin cement mortar 1:5. |
| 19 | Providing and laying filtermedia with granular crushed aggregates as per specification etc behind the abutments, wingwalls,retaining walls etc complete as per drawing and Technical Specifications. including loading, unloading and haulage. |
| 20 | Back fillling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 I. Granular Material including loading, unloading and haulage. |
| 21 | Plastering with cement mortar (1:4), 15mm thick on brickwork etc. complete. In cement mortar 1:4 including loading, unloading and haulage. |
| 22 | Painting two coats including primer coat after filling the surfsce with synthetic enamel paint in all shades on new plastered/concrete surfaces etc. |
| 23 | Supplying, fitting and fixing 1st class local wood /magri salwood (undressed) in superstructures including supplying all fittings such as bolts, nails, spikes and nuts including coal tarring two coats complete as directed. |
| 24 | ENVIRONMENTAL MANAGEMENT PLAN (EMP) ESTIMATION FOR THE PROJECCT |
| 25 | Air:Springling of water in the settlement and working areas as per instruction and directed by the Engnineers incharge during the stage of construction |
| 26 | Water quality: At locations specified in the monitoring plan as per IS10,500 and IS2296 |
| 27 | Noise: At equipment yards as directed by the Engineer as per CPCB guideline 1989 |
| 28 | Conservation Biodiversity: |
| 29 | i) Pre-construction fish species survey in river stream |
| 30 | ii) Provision of protection net for fish species to stop coming in bridge construction zone |
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