Public Works Department-PWD has published Tender For Construction Of Rcc Minor Bridge Work - Janpad Kheri Me Gola Sahjahanpur Road Sh 93 Km 41 Se Sahijana Hote Huye Khandewra Link Road Km 2 To Baraula Link Road 5X4 Mtr Span Rcc Laghu Setu Ka Nirman. Submission Date for this Tender is 07-03-2024. Bridge Work Tenders in lakhimpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Mar-2024 | Date | Date | 07-03-2024 |
| Sl. No. | Item Description |
| 1 | Distmantlingbrick work or stone work in lime or cementmortar and including stackingmaterials as directed byEngineer in charge with in a distance of 60 meters ( 200 feet). As per S.I No-692 |
| 2 | Earthwork in excavation for structures as per drawingand technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of si |
| 3 | Providing concrete for plain concrete in open foundation complete as per drawings & technical Specification Clause No. 802,803,1202 & 1203. |
| 4 | Brick masonary work in 1:3 cement mortar in foundation complete excluding pointing & plastering as per drawing and Technical Specification clause 600,1202 & 1206 |
| 5 | Brick Masonary work in Cement mortar 1:3 in Substructure complete excluding Pointing and Plastering as per Drawing and Technical Specification 602, 603, 1202 & 1204 |
| 6 | Supplying, fitting and placingHYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications Clause 1002, 1010 and 1202 |
| 7 | Drainage Spouts complete as per drawing and Technical specification Clause 1209 |
| 8 | Providing & Laying Reinforced Cement Concrete in Deck Slabsuperstructure as per drawings, Technical specificaitons section 1500, 1700, 1800 & 2300 of MORT&H Specifications (2001): |
| 9 | Pointing with Cement mortar (1:3) on brick work as per Technical Specification Clauses 613.3 and 1204 |
| 10 | Plastering with Cement mortar (1:4) 15 mm thick on brick workas per Technical Specification Clauses 613.4 and 1204 |
| 11 | Back filling of granular material (40 mm O.B.B.) behind abutment ,wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 |
| 12 | Providing weep holes in brick masonaryabutment ,wing wall and return wall with 110 mm diaP.V.C.Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face .complete as per drawing and technical specification. As per |
| 13 | APPROACH ROAD- Construction of embankment with approved material Obtained from borrow pits with a lift up to 1.50 m transporting to site spreading,grading to required slope and compacting to meet requirmentof table 300.1 and 300.2 with a lead upto 1000 m as per Techni |
| 14 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 15 | Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density |
| 16 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density |
| 17 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . |
| 18 | Providing and applying tack coat with bitumen VG-10 using bitumen pressur distributor @ of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydrualic broom as per Technical Specification Clause 503 |
| 19 | Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . |
| 20 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C as Technical Specification Clause 511 |
| 21 | DIVERSION Construction of embankment with approved material Obtained from borrow pits with a lift up to 1.50 m transporting to site spreading,grading to required slope and compacting to meet requirmentof table 300.1 and 300.2 with a lead upto 1000 m as per Techni |
| 22 | Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 |
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