Public Works Roads Department has published Construction Of Single Lane Rcc Brdige On Khara Sakalpara Under Sopd-G For The Year 2019-20 , Dudhnoi Lac .. Submission Date for this Tender is 11-05-2020. Road Work Tenders in Dudhnoi LAC Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Mar-2020 | Extension | Date | 07-04-2020 |
| 2 | 02-Apr-2020 | Time Extension | Date | 20-04-2020 |
| 3 | 19-Apr-2020 | Extension Notice | Date | 11-05-2020 |
| Name of Work: Construction of Single lane RCC Brdige on Khara Sakalpara under SOPD-G for the year 2019-20, Dudhnoi LAC. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) Private Land. | BI01010001010000000000000515BI0100001113 | 185.2 | cum |
| 2 | 2 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 800mm x 600mm rectangular. | BI01010001010000000000000515BI0100001114 | 1 | Each |
| 3 | 3 | Excavation for Structures (Earth work in\nexcavation 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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work). Ordinary soil. Mechanical Means (Depth upto 3 m) ( Without dewatering ). | BI01010001010000000000000515BI0100001115 | 169.39 | cum |
| 4 | 4 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per\ndrawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm) | BI01010001010000000000000515BI0100001116 | 174 | m |
| 5 | 5 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). Initial and Routine load test. | BI01010001010000000000000515BI0100001117 | 120 | Ton |
| 6 | 6 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M25. Using concrete mixer. | BI01010001010000000000000515BI0100001118 | 61.78 | cum |
| 7 | 7 | Levelling course for Pile cap. | BI01010001010000000000000515BI0100001119 | 3.96 | cum |
| 8 | 8 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar. reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001120 | 9.16 | Ton |
| 9 | 9 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M25. Height upto 5m. Using concrete Mixer. | BI01010001010000000000000515BI0100001121 | 31.72 | cum |
| 10 | 10 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure\ncomplete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001123 | 2.45 | Ton |
| 11 | 11 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming centimetre to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001127 | 100800 | Cu.Cm |
| 12 | 12 | Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering formwork. Without Plasticiser. RCC Grade M25. Using Concrete Mixer. Height above 10m. | BI01010001010000000000000515BI0100001128 | 84 | Cum |
| 13 | 13 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001129 | 8.8 | Ton |
| 14 | 14 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001130 | 8.31 | Cum |
| 15 | 15 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. | BI01010001010000000000000515BI0100001131 | 58.12 | m |
| 16 | 16 | Drainage Spouts complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001132 | 10 | Each |
| 17 | 17 | Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, overed with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate , all as specified in clause 2604.) | BI01010001010000000000000515BI0100001133 | 12.75 | m |
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