Public Works Department-PWD has published Tender For Construction Of Span Rcc Mini Bridge Work - Rayjya Yojna Ke Antargat Lakhimpur Kheri Ke Vikas Khand Mitauli Me Palhapur Madhiya Sahatinagar Me 3X6 Mt 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 | 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 |
2 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications |
3 | Brick work in 1:3 cement and coarse sand mortar including supply of all material, labour T .P. etc. required for proper completion of work. |
4 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
5 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
6 | 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 s |
7 | Drainage Spouts complete as per drawing and Technical specification |
8 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications |
9 | 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 |
10 | Boring with 100 mm dia Casing pipe with Dewatering including cost of pipes, all other materials, labour Charges etc complite as per direction of E/I. |
11 | Dewatering of the area for excavation of earth etc upto complete work. |
12 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical s |
13 | APPROACH ROAD Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . |
14 | Construction of shoulderswith approved material obtained from excavation of pits spreading grading to reqired slope and compacted to meet requirementSpecification. |
15 | 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 den |
16 | 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 ,ap |
17 | 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 , |
18 | Brick edgeing on both sides of the road of first class brick 8 cm (3") wide and 12 cm. deep laid with mud mortar all including labour & supply of bricks finished to the required template and in proper aligment and also including dressing and ramming the e |
19 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
20 | (ii)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
21 | 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 ba |
22 | Providing and laying seal coat "C" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . |
23 | ADDITIONAL APPROACH ROAD Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . |
24 | Earthwork in excavation for foundation of structures as per drawingand technical specifications , including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottam and backfilling wit |
25 | 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 den |
26 | 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 ,ap |
27 | 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 , |
28 | Brick edgeing on both sides of the road of first class brick 8 cm (3") wide and 12 cm. deep laid with mud mortar all including labour & supply of bricks finished to the required template and in proper aligment and also including dressing and ramming the e |
29 | Construction of Shoulder 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 Technic |
30 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
31 | (ii)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
32 | 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 ba |
33 | Providing and laying seal coat "C" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . |
34 | 600mm dia hume pipe culvert |
35 | DIVERSION ROAD Construction of embankment (Carted Earth) with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slo |
36 | Laying brick soling layer on prepared surface sub grade with brick on end edging according to line,grade 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 rollin |
37 | Laying reinforced cement concrement pipe in single row including fixing collar but including excavation etc complete. |
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