1919/25-THRISSUR CORPORATION AYYANTHOLE ZONAL DIVISION 54 PEARL PARK CULVERT DRAINAND SIDE PROTECTION

Amount

CULVERT

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

OD149857/2024-2025:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by rammer, etc complete

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

OD271929/2024-2025::Dry Rubble Masonry- Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. Material M

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

OD149856/2024-2025:Filling with contractors own earth(excluding rock) in trenches, plinth sides of foundations etc in layers not exceeding 20 cm in depth consolidatinh each deposited layer by ramming and watering, lead up to 50 m and lkft up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material

OD269100/2024-2025:`Interlocking concrete block pavement: Providing and laying of interlocking concrete block pavements having thickness 100mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 50mm thickness, then laying interlockcobbles in lines and levels as per the direction of departmental officeers at site inclusive of all cost and conveyance charges etc

OD149859/2024-2025:Providing and fixing hand rail of approved size by welding etc to steel ladder railing, balcony railing, staircase railing and similar works including applying priming coat of approves steel primer

OD149860/2024-2025:Providing and erecting Name Board of semi Reflective type as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required letters, figures with reflective tape of engineering grade as per MoRD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 450mm, 450 mm below ground level as per approved drawing and Technical Specification Clause 1701(10.4.B MoRD)

OD272025/2024-2025:Engaging Beldar for cleaning the sourroundings

DAVIS T K (BID ID -2061787)

SHAJAN KP (BID ID -2058689)

Bidder Name

SHAJAN KP

K.A. MOHAMED

DAVIS T K